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06. Oaks Shopping CenterciTr oF CUPERTINO Summary Agenda Item No. ~ City of Cupertino T0300 Torre Avenue Cupertino, CA 95014 (408} 777-3308 Fax: (4Q8} 777-3333 Community Developmenf ' Department Agenda Date: September 2, 2008 Application: U-2047-04, ASA-2007-06, TM-2007-Q9, EXC-2008-07, TR-2008-02, EA-2007-46 Applicant : Karen Ngo, Sand Hill Properties Owner: Modena Investment LP & Sunnyvale Holding LLC Property Location: 21265 Stevens ~reek Boulevard (Oaks Shopping Center} APPLICATION SUMMARY: USE PERMIT and ARCHITECTURAL AND SITE APPROVAL (file nas. U-20Q7-Q4 and ASA-2007-Q6) to demolish a theater and 2,43Q square feet of commercial space and construct a 4-story, 122-room hotel; a 3-story, ~5b,200 square-foot mixed use retaii/office/conference center building over an underground parking podium and site improvements in two development phases at an existing shopping center. EXCEPTION (fzle na. EXC-200S-0~ to the Heart of the City Specific Plan to reduce one side yaxd setback to 15 feet for a proposed 4-story,122-room hotel and a 3-story, 56,200 square-foat mixed use retail/office/conference center building at an existing shopping center. TENTATIVE MAP (TM-2007-09) to subdivide an 8.1 net acre parcel into two par~els o# 3.0 acres and 5.1 acres in size, with one parcel to be further subdivided into four commercial condominium units and a common area lot, TREE REMOVAL (TR-2008-02) request to remove and replace approximateiy 47 trees that are part of an approved landscape plan for an existing shopping center. RECOMMENDATIONS: . On a unanimous vote the Planning Commission recommended: •~ appxoval of a negative declaration for the project; and ~ approval of the project per Resolutions Nos. 6516, 6517, 6518, 6519, 6520 s-~ Applications: U-2Q07-04, ASA-2Q07-06, TM-2007-Q9, EXC-2008-Q7, TR-2008-02, EA-2Q07-06. 21265 Stevens Creek Boulevard Page 2 ~ . September 2, 2008 Staff did not receive all of the informatian it needs from the applicant in a timely manner to make a recommendation on this project. Some of the information is minor and can be conditioned an the proJect. Other information that ties together fhe subdivision, condominium map, development phasiiig with property ownexship is . much more complex and needed review by the City Attorney from a procedural and legal standpoint to make sure the City's interests are protected. That information is currently being reviewed by the City Attorney and staff will have a response by the time of the hearing. ~ BACKGR~UND: The Planning Commission reviewed the project on May 27, 2008 and june 10, 2008 and took public testimony at both hearings (Exhi~iit A-3). A 1/s mile radius was noticed for the hearings. Over 1,5Q0 nofiices were mailed to property owners and given to Oaks Shopping Center tenants. The City Council reviewed the project on June 17, 2008 (Exhibit A-3), August 5, 2008 and continued the hearing to September 2, 2008 hearing. DISCUSSION Cit~ Councii Direction • In general the City Council felt the hotel was a good use of the property. • The mass and bullc of the hotel was a concern and the applicant should shxink the size of the hotel/and or the mixed- use building (Iower FAR} to improve setbacks from Mary Avenue and Highway 85. • The project shauld meef Heart of the City building setbacks, but 15 feet on the Highway $5 side wouid be okay if fihree moxe feet was added to the Mary Avenue s~de minimum of 20 feet. ~ A 3-story structure in the front was acceptable and a 4-story structure in the rear was also accepfiable. • The hotel room count does not need to be reduced. • The parking analysis needs to be explained in greater detail. ~ Other concerns expressed by individual Council Members; extent of Heart of the City Iandscape improvements on Stevens Creek Boulevard; additional architectural treatrnents for the west-facing, second floor of the hotel; parking Ioss on Mary Avenue; and no discounting of commercial development allocation for the hotel. Revised Site Plan The applicant has revised the development to comply with Heart of the City Specific Plan buildizig setback requirements (Exhibit B-4), so the Specific Plan exception is no Ionger relevant. There is an 18-foot side setback on the west (Highway 85) side. The Mary Avenue (rear) setback is a minimum of 20 feet at the closest hotel building s-z Applications: U-2007-04, ASA-2007-Ob, TM-2007-09, EXC-2008-07, TR-200&02, EA-2007-06 21265 Stevens Creek Boulevard Page 3 September 2, 2008 "corners and greater at other locations. The front setback in the Heart o# the City Plan is 35 feet from the curbface of Stevens Creek Boulevard. The front setback for non- fronting {to Stevens Creek Boulevard) properties is unstated. Buiiding to building separations are also unstate. The setback ad}ustments were accomplished by reducing the size of the mixed-use building from 56,200 square feet to 51,000 square feet and shifting the buildings. The room count of the hotel did not change. Parlcing Anal~usis Since 1973, the City has allowed, through the use permit process, for the Oaks Shopping Center ta operate with a parking deficit of 93 spaces. This "deficit" was based on an antiquated parking ordinance that calculated parking demand for each Iand use and then aggregated them to calculate total parking demand in reiation to parking supply. The "deficit" was allowed because past Councils realized that in middle to large size shopping centers, the parking Iot was shared among all customers. Far example, parking demand should not courtt twice or thrice if a retail patron frequents a resfaurant before attend'utg a movie. Similarly, each land use has a unique parking demand that varies through the day and week. Office and retail shops that close in the early evening free up parking that are used by dinner patrons in the late evening. Parking studies conclucted in latex years validated this shared parking behavior. When the shopping center had more restaurants and an operating movie theater, customer parking occupancy never exceeded 80°/a during peak times, excepfi on Friday and Saturday nights when De Anza Flint Center attendees flopded the parking lots, rather than, parking on the college campus. In xnore recent years, the Oaks Shopping Center parking lots have become even more uhder-utilized because of tenant changes #o Iess parking-intensive uses, and vacancies, for example, the 100+ seat Pacific Fresh Restaurant/Bar ~vas xeplaced by the Shane Company, a jewelry store; A Clean WeII-Lit Place for Books was replaced by Coldwell Banker Realtors; the Oaks 3 Theaters and Bella Mia Restaurant both closed with no new tenant replacements. The parking ordinance has undergone numerous revisions over the past 15 years. Significant among the ordinance changes was the adoption of a share-parking calculation for mixed-use developments (Table 19.100.040-C in CMC Section 19.100), which was used fo calculate the current parking and proposed parking demand of the shopping center (Exhibit C-~4 }. 6-3 Applicai~ions: U-2007-04, ASA-2007-06, TM-2007-09, EXC-2008-07, TR-200&02, EA-2007-06 212b5 Stevens Creek Boulevard Page 4 September 2, 20Q8 Existin~ Parking Conditions Exhibit D-4 presents the applicant's summary of the existing tenant spaces at the Oaks Shopping Center and the individual parking requirement for each tenant. The Summary assumes that the vacant Oaks Theater and associated spaces wouid not be re- tenanted (no parking requirement assigned), and vacant commercial spaces would have "general commercial" tenants (estimafed parking is 1 stall per 250 gross square feet). The Existing Aggregated Parking Demand is thus ~288 spaces. Applying the "Shared Parking for Mixed-Use Developments" table to these parking nuxxtbers, you obtained a peak shared parking demand of 234 spaces (see table below). There is an existing . paxking supply o£ 499 spaces and thus a surplus of 265 spaces. Shared Parking Analysis: Existing Conditions Use Parking Demand Weekday. Da tirne Weekday Evenin Weekend Da time Weekend Evenin Nighttime Office 52.4 52.4 5.24 5.24 2.62 2.62 Retail 71 42.6 63.9 71 49.7 3.55 Restaurant 121.95 121.95 121.95 121.95 121.95 6.09 Entertainment 42.3 16.92 42.3 33.84 42.3 4.23 Totals 287.65 . 233.$7 233.39 232.Q3 216.57 16.49 Phase 1 (Hotel parking~ The applicant's parking summary (Fxhibit D-4} includes the Phase 1, 122-room hotel. Staff neglected to inform the applicant that employees should be included in the hotel parking demand, so 15 employees are added to the parking numbers below and the shared parking analysis is amended as follows: Shared Parking Analysis: Existing Conditions + Phase 1 Use Parking Demand Weekday Da time Weekday Evenin Weekend Da time Weekend Evenin Nighttime Office 52.4 52.4 5.24 5.24 2.62 2.62 Retail 71 . 42.6 63.9 71 49.7 3.55 Restaurant 121.95 121.95 121.95 121.95 121.95 b.09 Entertairunent 42.3 16.92 42.3 33.84 42.3 4.23 Hotel 137 102.75 137. 102.75 137 102.75 Totals 424.65 336.62 370.39 334.78 353.57 119.24 6-4 Applications: U-2007-04, ASA-2007-06, TM-2007-09, EXC-2008-07, TR-2008-02, EA-20Q7-06 21265 SEevens Creek Boulevard . Page 5 September 2, 2008 With the hotel addition to the table, the peak shared paxking demand rises to 371 spaces, occurring during the weekday evening period from 6 pm to midnight. Phase 2(Mixed Use Bttiiding parkin~+ _Hotel parking} A second parking summary prepared by the applicant (Exhibit E-4} includes phase 2 development, which involves the 1) the demolition o# one restaurant space, and 2) the constxuction of a 3-story, mixed-txse building. Based on the revised site plan the building has been reduced in size from 56,20Q to 51,000 square feet . The first floor (estimated 15,914 square feet} was designated commercial and parking caiculated at the "general commercial" parking ratio, one stall for every 250 gross square feet. The second floor (estimated 15,790 square feet) was designated offzCe and parking calculated at the "general office" parking ratio, one stall for every 285 gross square feet. The third floor is a private rneeting/conference facility of an estimated 13,1b9 square feet. The City does not have a parkirig standard for this type of use nor is there parking data from other sirnilar use facilities in the City( i.e. the Kimpton Hofiel meeting rooms, Community Hall, Quinlan Center, Senior Center). The ITE (Institute of Transportation Engineers) Parking Generation Manual does not have parking generation data for this type of use. The closest use category is hotels that include supporting meeting and banquet faciiities. The average parking ratio for such hotels is 1,3 stalls per room. For a 122-room hotei the parking demand is 159 stalls. Subtracting the city parking requirement of 137 stalls, the net parking demand is 22 spaces, which is slightly higher than the 15 spaces the applicant assigned to fhis use. Peak dernand will vary, but staff's expectation is that the greates# utilization will be on fhe weekends and evenings. The shared parking numbers are presented below with the phase 2 square footages incorporated in the table. The peak parking demand is 420 spaces during the weekday evening period from 6 pm to midnight. . Shared Parking Analysis: Existing Cvnditions + Phase 1+ Phase 2 Use Parking Demand Weekday Da 'me Weekday Evenin Weekend Da fime Weekend Evenin Nighttirne Office 104.5 104.5 10.45 1Q.45 5.22 5.22 Retail 125.35 75.21 112.81 125.35 87.74 6.26 Restaurant 95.1 95.1 95.1 95.1 95.1 9.51 Entertainment/ Meetin Facili 64.3 25.72 64.3 . 51.44 64.3 6.43 Hotel 137 102.75 137 102.75 137 102.75 Totals 526.25 403.28 419.66 385.09 389.36 130.17 6-5 AppIications: U-2007-04, ASA-2007-06, TM-2007-09, EXC-2Q0$-07, TR-2008-02, EA-2007-06 21265 Stevens Creek Boulevard Page 6 Sepfember 2, 2008 Parking Surnmarv Data and Potential Parkin~ Deductions Council members noted that not aiI of the parking was shared. The Shane Company apparently has a Iease agxeement that allows them to reserve some parking spaces. Staff observed that 25 spaces were partiaily chained off next to the Shane Company, but the parking "restriction" is not actively controlled and appears accessible to everyone. The Shane Company generates a city parking requirement of 38 parking spaces. Using the parking summary data above and the parking inventory for each development phase, staff has summarized the information below: Daks Shopping Center Parking Requirements and Inventory Phase Existing New Shared Total Shane Co. Net Parktng Parking Aggregate Use Parking Parking Parking parking Snppiy Supply ~ d Req~. Supply Deduction ~°pp~y Garage Af Grade Demand Shared 1 288 stalls 137 371 494 25 469~ 84 410 (62) hotel 1+ 2 425 stalls+ 154 420 470 25 445 165 305 (27} (mixed use - . FootnaEes: + Hotel assumed buiIt and occupied before Phase 2 commences. (number of surface parking stalls on project property) There is a surplus of parking associated with each phase o.f development: 98 spaces in Phase 1(469-371} and 25 spaces in Phase 2(445-420). Pex the applicant's testimony at the last hearing, he is not requesting restricted parking in fhe parking structure and i~ will be available to all shopping center users. ENCLOSURES Exhibit A-4: Staff Report to City Council dated August 5, 2008 Exhibit A-3: Staff Reports to City Council dated June 17, 2008 and to the Plaruiing Comnussion dated May 27, 20Q8 and June 10, 2048, including initial study, ERC recommendation and Negative Declaration Exhi.bit B-3: Sumnnary of Public Testimony at June 17~ Council Meeting and additional emailed public comments Exhibit C-3: Applicanfi responses. to City Council direction and staff notes. Exhibit D-3: Staff recommended conditions of approval (addendum to PC resolutians} Exhibit B-4: Revised Site Plan s-s Applications: U-20Q7-04, ASA-2007-Q6, TM-2007-09, EXC-200$=07, TR-2008=02, EA-2007-06 21265 Stevens Creek Boulevard Page 7 September 2, 2008 Fachibit C-4: Parking Ordinance Excerpt- Table 19.20Q.040-C Exhibit D-4: Oaks Shopping Center Paxking Summary: Existing and Phase 1 Exhibit E-4: Oaks Shopping Center Parking Summary: Existing, Phase 1& Phase 2 Plan Set Prepared by: Colin Jung, Senior Planner Subnnitted by: Steve Piasecki Director, Community Developrnent Appraved by: David W. Knapp City Manager _ G:\Planning\PDREPORT~CC\U-2007-04 ASA-2007-06 TM-2007-09 EXG2008-07 TR-2008-Q2 EA-2Q~7-06 CC3 Report.doc 6-7 Exhibit A - ~} CITY OF CUPERTlNO Summary Agenda Item No. o~ 10300 Torre Avenue Cuper~ino, CA 95014 {408} T77-3308 Fax: (408) 777-3333 Community Development Department Agenda Date: August 5, 2Q08 Application: U-2007-04, ASA-2007-06, TM-2Q07-09, EXC-20Q8-07, TR-2008-02, EA-2007-06 Applicant : Karen Ngo, Sand Hil1 Properties Owner: Modena Inveshnent LP & Sunnyvale Holding LLC Property Location: 21265 Stevens Creek Boulevard {Oaks Shapping Center} APPLICATION SUMMARY: USE PERMIT and ARCHITECTURAL AND SITE APPROVAL (fiIe nos. U-2Q07-04 and ASA-2007-Q6) to demolish a theater and 2,430 square feet of commercial space and construct a 4-stoxy, 122-room hotel; a 3-story, ~56,200 squaxe-~oot mixed use retail/office/conference center building over an underground parking podium and~site improvements in two development phases at an existing shopping center. EXCEPTION {file no. EXG2008-07} to the Heart of the City Specific Plan to reduce one side yard setback to 15 feet for a proposed 4-story,122-room hotei and a 3-story, 56,2Q0 square-foot mixed use retail/office/conference center building at an existing shopping center. TENTATTVE MAP (TM-2007-09} to subdivide an 8.1 net acre parcel into ~two parcels of 3.0 acres and 5.1 acres in size, with one parcel to be further subdivided into four coxnmercial condominium units and a common area Iot. ~ TREE REMOVAL (TR-2008-02) request fo remove and replace approxiznately 47 trees that are part of an approved landscape plan for an existing shopping centex. RECOMMENDATIONS: Un a unanimous vote the Planning Corrunission recommended: • approval of a negative declaration for the project; and • approval of the pro}ect per Resolutions Nos. b516, 6517, 6518, 6519, 6520 r s-a Applications: U-2007-04,"ASA-2007-06, TM-2007-Q9, EXC-2008-0?;'TR-2008-02, EA-2~07-06 21265 Stevens Creek Boulevard Page 2 August 5, 2008 Staff believes the applicant's plan is a workable concept that can be approved with several. modifications that the applicant continues to oppose. On balance these seem Iike reasonable compromises that a11ow the applicant to proceed while protecting the longer term public interests relating to preserving the redeveloprnent potential and future viability of the Oaks Shopping center and aesthetics of the new buildings. Staff recornmended conditions address projecf phasing, Mary Avenue setback and Iandscaping and the street improvements along Sfevens Creek Boulevard. These conditions are outlined in the "Staff Coinments" section of this report. BACKGROUND: The Planning Commission reviewed the project on May 27, 20~8 and june 10, 2008 and took public testimony at both hearings (Exhibif A-3). A 1/z mile radius was noticed for the hearings. Over 1,500 notices were mailed to pxoperty owners and given to Oaks Shopping Center tenants. The City Council reviewed the project on June 17, 2008 (Exhibit A-3) and continued it to its August 5, 2008 hearing. DISCUSSION Citz~ Councii Member Comments and Directions , ~• Evaluate whether an all office and conference center mixed use project will enable you to develop this project as one phase. ~ The project needs additional noticing; more public input. • Minimal (Iess than 1Q spaces) to no parking loss on Mary Avenue is desired. • The hotel needs betEer architectural detailing, particularly on the westerly side of the building. _ ~ • Install Heart of the City landscaping improvements along the whole Stevens Creek Boulevard frontage (westerly driveway to Mary Avenue}. • Do not require a contribution toward highway bxidge improvement. Shift funds to stxeet landscaping improvements. + Remove and replace dead trees, including field-grown oaks for previously removed large oaks. • Clari#y office building and conference center proposal. • If the underground garage is limited fio hotel guests and mixed-use building tenants, explaizi how you would force them to use it, instead of the more convenient sur#ace parking Iots. , • Contact the Marriott Corp. and find out their policies on sustainability for their hotel operations. ~ • Provide computer visual simulations of the hotel and mixed-use building in fheir site cantexts. • Calculate floor area ratios for Yhe proposed development and the remaining shopping center. s-s Applications: U-2007-04, ASA-2007-(?6, TM-2Q07-09, EXG2008-07, TR-2008-02, EA-2007-06 . ~; 21265 Stevens Creek Boulevard Page 3 August 5, 2QQ$ Public comments There were numerous comments relating to aesthetics, landscaping, traffic, breaking up of the~ownership and building design that are detailed on the attached exhibit B-3. Applicant Comments At the June 17~ hearing, the applicant stated that his plan was to lease back thxee acres from the properiy owner in order to build the hotel and rnixed use building. The Marriott Residence Inn is an extended-stay type of hotel that should not compete with surrounding hotels because of the type of customer it attracts (those staying 5 days or longer}, which are currently going elsewhere in the area. , Transient occupancy tax is estimated to be $fi00,00Q annually and traffic is Iess because o# the infrequency of guest furnover. The project must be phased because there wilt be di£ferent Ienders - one for each building. Staff asked for a greater than 20 feet Mary Avenue setback because it felt the building heighf needed to be mitigated by landscapzng in the public right-of-way. Just pushing the building forward does not help as it would eliminate 26 hotel rooms. Praposed Mary Avenue sefback of 20 feet is adequate. Doing all of the Heart of the City Iandscape improvements on Stevens Creek Boulevard does not make sense at this time beca~xse future redevelopment of the main shopping center buildings will cause fihe removal of the landscape improvements between the driveways. The applicant will work with staff to improve hotel design, particularly ~.he visible upper floors on the west side of the building. The applicant does not.wish to return to ' fihe Planning Cammission for design review. Both buildings are needed to make the project feasible. A smaller hotel and a smaller mixed-use building would make the project infeasible. The subdivision and condomiruum plan are also necessary to make the project move forward. In response to the City Council member comments and directions, the applicant provided the following written replies in an email to staff. Applicant respanses {full text} are in bold-face capital letters in Exhibit C-3: •"One development phase does not work for us and neither does a phased condo plan. We must have approval for the condo division for #he hotel and xruxed use building at tirne of pxoject approval. This is a lender driven requirement." s-~o Applications: U-2Q07-04, ASA-2007-06, TM-2007-09, EXC-20~&07, TR-2008-02, EA-2007-06 21265 Stevens Creek Boulevard Page 4 August 5, 20Q8 •"We have set up an informational meeting for the Oaks Tenants for July 28~. We have also met with the owner o# Glenbrook Apartments, Avery Ventures, and they have expressed support for our project." •"Revised site plan attached, putting in finger islands for trees along section of Mary (Avenue) in front of hotel. Loss of parking spaces on Mary Avenue Iimited to 4.... We are revising the elevation facing the freeway fio add more detail to floors 3 and 4..." ~"We agree to improve the section (of Stevens Creek Boulevard) directly in front of the Shane (Cornpany) to and including the main (east) driveway." ~"We expect quasi-office tenants, such as, medical, dental, insurance uses (to occupy the mixed-use building.)." •"We can ask the hotel to inform guests upon check-in that they need to park in the garage and we can also post signs stating hotel parking is in the garage." •". ..(Marriott Corporatian) referred us to the USGBC's LEED Guide. They do not have their own prograrn (for sizstainability)." Cit~a,ff Comments • Noticing: Per City Council direction, the City Council ~hearing was advertised using display ads in the Cupextino Courier for two weeks prior to the hearing. ~ P~evious Oak Tree Removal: Staff did some additional research and found three specimen oak trees had been removed from the shopping center within the past few years. Two were removed with a tree removal permit and replaced. Another was approved for removal by sta€f under emergency conditions and was not replaced. Any condi#ion of approval should be modified to require one field grown native oak tree as a replacement. ~ • Floor Area Ratios FAR): Parcel Proposed FAR No.1 (Hotel & Mixed Use} 90% No. 2(Shopping Center Remainder) 24°~ • Development Phasing/Property Subdivision: Staff has opposed development phasing fox this project. Staff prefers that both buildings be completed at the same time. Under the applicant's proposal, staf# feels the second phase may not be built and it would be a constraint to potential, €uture comprehensive redevelopment of the shopping center. The land where the mixed use building is located is potentially an integral part of future redevelopment of the si~oppi.ng center and should not be put at ri.sk by potentially locking it up in a different ownership from ~he rest of the shopping center. That portion of the property should be retained by the shopping center ownership unsubdivided unt~l such time when the City has a bonafide, ready-to- s-~~ Appli~ations: U-2407-04, ASA-2007-Ob, TM-2007-09, EXG2008-0%, TR-2008-02, EA-2Q07-06 21265 Stevens Creek Boulevard Page 5 ~ August 5, 20Q8 be-built developrnent proposal. Adopting a phased condominium plan, pursuing a future line lot adjustment for the mixed-use building should address the applicant's needs and reduce future development review time, while addressing the legitimate concerns of the City to keep the parcel ~rrhole until such time as there is a solid development applicatian and appropriate sureties that' it will be built. • Mary Avenue Landscaping/Street Parki.ng Loss: The idea of converting a Iimited number of Mary Avenue parking spaces to provide landscape "finger" islands has merit. It should achieve a greater visual setback for the hotel while minixnizing on-street parking loss on Mary Avenue. The applicant can also achieve greater building setback from Mary Avenue by eliminating eight hotel rooms at the end of the hotel building w~ere fihe setback on Mary Avenue is most constrained. This will reduce the hotel by 6.5% but will provide much needed setback and landscaping that will work with the Iandscaped finger islands to soften the bulk and mass of the ~four-story hotel, as viewed from Mary Avenue. Ifi has the side benefit of reducing some of the parking demand. • Stevexis Creek Boulevard (Heart of the Ci#,y) Landscapin~ The development addition is significant and will increase the shopping center building square footage by 137%. The applicant should install the full Heart of the City landscape improvement &om the wesfierly drzveway to Mary Avenue and a modified, and Iess costly, landscape impxovement between the driveways because of the restricted frontage depth. The suggestion at the last Council meeting that thi.s is done in-Iieu of a contribution to the Hzghway 85 bridge enhancement seems like a xeasonable compromise. • Hotel Design: Some minor design additions were made to address City Counci~ concerns about the hotel design. Since the June 17th plan set, the applicant has added a number af faux balcany grills to the fihird floor westerly elevation. The brick base on fhe same elevation was eliminated at the suggestion of staff because' it will not be a visible element. No other changes were made to the elevations. Staff recommends that the west elevation facing Highway 85 needs additional balcony and awning treatment at the second and third stories af the building. Staff has prepared recommended conditions of approval (Exhibit D-3) to address the above issues. s-~z Applicafions: U-2007-04; ASA-2007-06, TM-2007-09, EXG2008-0'l, TR-2008-02, EA-2007-06 21265 Stevens Creek Boulevard Page 6 August 5, 2008 ENCLOSURES Exhibit A-3: Staff Reports to City Council dated June 17, 2008 and to the Planning Cornmission dated May 27, 200$ and June 1Q, 200$, inciuding initial study, ERC recommendation and Negative Declaration Exhibit B-3: Summary of Public Testimony at June 17th Council Meeting and additional emailed public carnments Exhibit C-3: Applicant responses to City Council direction arid sta£f notes. Exhibit D-3: Staff recommended conditions of approval Plan Set • Prepared by: Colin Jung, Senior Planner Director, Community Development Approved by: David W. Knapp City Manager G:\Planning\PDREPORT\CC\U-2007-04 ASA-2007-06 TM-20Q7-~9 EXC-2Q08-07 TR-2008-02 EA-2007-06 CC2 Reportdoc 6-13 Exhibit A-3 CITY OF . CUPERTINO Summary Agenda I#em No. _ City of Cupertino 103~0 Torre Avenue Cupertino, CA 95014 (408) 777-33Q8 Fax: .(408) 777-3333 Community Developmenf Department Agenda Date: May 17, 2008 Application: U-2007-04, ASA-2007-06, TM-2007-09, EXC-2008-07, TR-2008-02, EA-2007-Ob Applicant : Karen Ngo, Sand Hill Properties Owner: Modena Investment LP & Sunnyvale Holding LLC ProperEy Location: 21265 Stevens Creek Boulevard (Oaks Shopping Centex) APPLICATION SUMMARY: USE PERMIT and ARCHITECTURAL AND SITE APPROVAL (file nos. U-2Q07-04 and ASA-2007-Ob) to demotish a theatex and 2,430 square feet of commercial space and construct ~ a 4-story, 122-room hotel; a 3-story, ~56,200 square-foot mixed use retail/office/conference center building over an underground parking podium and site improvements in two development phases at an existing shopping center. EXCEPTION (fi1e no. EXC-2008-07} to the Heart of the City Specific Plan to reduce one ~ side yard setback to 15 feet for a proposed 4-story,122-roorn hotel and a 3-story, 56,200 square-foot mixed use retail/office/conference center building at an existing shopping center. TENTATIVE MAP (TM-2007-09) to subdivide an 8.1 net acre parcel into two parcels of 3.0 acres and 5.1 acres in size, with one parcel to be further subdivided into four commercial condonvinium uruts and a common area Iot. TREE REMOVAL (TR-2008-02) request to remove and replace approximately 47 trees that are part of an apprQVed landscape plan for an existing~shopping centex. RECOMMENDATION: On a unanimous vote the Planning Commission recommended: • approval of a negative declaration for the project; and • approval of the project per the model resolutions 6-14 Applicativns: U-2007-u4, ASA-2007-06, TM-2007-Q9, FJCC-2008-~'I, TR-2008-02, EA-2007-06 21265 Stevens Creek Boulevard Page 2 June 17, 2008 Proj ect Data: ~ General Plan Designation: Specific Plan: Zoning Designation: Acreage (Net}: Building Area: Commercial/ Residential Heart of the Ci#y Specific Plan P- Stevez~.s Creek Bouievard Conceptuai Planned Development Zoning 8.1 acres Existing Shopping Center: ~73,056 sq. ft. Demo Theater (Phase 1): -15,263 sq. ft. Derno Comni I Space {Phase 2}: - 2,434 sq. ft. 122-Room Hotel (Phase 1): 61,822 sq. ft. Mixed-Use Bldg. (Phase 2}: 5b,194 sq. ft. Building Height: Max. Propased Bldg. Height (Hotel) 44' 10" General Plan Maximum Height is 45 feet Stories: Hotel: 4 stories; Mixed-Use Bldg: 3 stories p~~g; on-grade garage podium Shared Parking Required (Phase 1}: 356 stalls Parking Supply (Phase 1): 494 stalls 410 84 Shared Parkitng Required (Phase 2): 417 stalls Parking Supply (Phase 2): 470 stalls 305 1b5 Project Consistency with: General Plan: Yes Zoning. Yes Environmental Assessment: Negative Declaration BACKGROUND: The Planning Commi.ssion reviewed the project on May 27, 2008 and June 1Q, 20Q8 and took public testimony at both hearings (Exhibit A-2). A 1/z rnile radius was noticed for the hearings. Over 1,500 notices were mailed to property owners and given to Oaks Shopping Center tenants. ~ DISCUSSI~N Apnlicant Comments ~ ' ~• See the applicant's written responses to the June 10~ Planning Commission staff report (Exhibit B-2}. Applicant has revised the condominium plan, changing fihe wording and reducing the number of comrnercial condominiums from four to two to address the Building Divisiori s and Plazul.ing Commission's concerns (Exhibit C-2). 6-15 Applications: U-2007-0~, ASA-2007-06, TM-2007-d9, EXC-2008-07, TR-20Q8-02, EA-2007-06 21265 StevexLS Creek Boulevard Page 3 Jtuze 17, 2008 Applicant has revised building elevation to address City Architect's design comments {Exhibit D-2). Changes are largely confined to the front {east} eievation only. • Appl'rcant has indicated that a smaller hotel and/ or smaller, mixed-use building is nofi financially feasible. • Applicant is not in favor of phasing the Stevens Cxeek Boulevard (Heart of the City, {HOC)) landscape and sidewalk irnprovements. The shopping center owner is not willing to share the cost of irnprovements and the applzcant is not willing to bear the~ entire cost. They view the HOC landscaping as an "off-site" improvement because they are subdividing the property and the portion they want to develop has limited Stevens Creek Boulevaxd frontage. • Applicant proposes a five-year expiration period to initiate the Phase 2 work. Public Comments Between the first and second hearings, staff received two emailed comments about the project (Exhibit E-2}. The Commissioners indicated they received rnar-y more emails, not copied to staff. Four citizens spoke at the second public hearing. • One of the four said the ~/z mile radius mailing was inadequate, that the Oaks Center is being overbuilt. Both proposed buildings should be shrunk and the landscaped areas increased in size. Another resident stated that properties next to freeways should be considered polluted (from air pollution) and that the City should discourage buitdings in these areas because it puts residents, customers and employees in axeas more hazardous to their health. • Another resident suggested that a portion of the commercial tenant space in the mixed use building should be reserved for independent business owners, not corporate chain stores. ~ The owner of Hobee's Restaurant wanted an explanation of how the parking supply and garbage collection would work since it appeared that some of the parking would be in an underground garage (not shared) and the central garbage enclosure would be on the Sandhill property. Cit~ Sta ff Comments 6-16 Applications: U-2007-G~, ASA-2{}07-06, TM-2007-09, EXC-2008-0/, TR-2008~-~2, EA-2007-06 212b5 Stevens Creek Boulevard PaQe 4 June 17, 2008 • Ph~ Staff was not in favor of the phasing proposal. Staff felt the second phase would not be built and it would leave a gap in the shopping center. Staff preferred that both buildings be completed afi the same tirne. ~ Mary Avenue Landsca~ing/Street Paxking Loss: The hotel must have a more generous rear Iandscaped setback from Mary Avenue or else the hotel will appear to be too massive. This can be accomplished by setting the hotel back 20 additional feet from the Mary Avenue property line (40 feet total) and heavi~y landscaping the area with trees, or converting about 36 Mary Avenue diagonal parking stalls to landscaped area with street firees. • Stevens Creek Bouievard (Heaxt of the City) Landscapin~ The development adciition is significant and will increase the shopping center building square footage by about 137°~. The applicant should install the full Heart of the City landscape improvement from the westerly dxiveway to Mary Avenue. Because of the restricted frontage depth between the fwo driveways, a modified, and less costly, landscape improvement has been recommended by staff. • Hotel Design: This 4-story building is in a highly visible location and will silhouette above the adjacent one-story, retail center. Staff recommends #he significant enhancement of the architectural detailing and buiiding finishes. The City Archifect recommended design changes that have not been fully executed by the applicant due to time constraints. Consequently, staff recommends a condition requiring the designs for both buildings be brought back £or a separate City Council action with recomm.endation from the Planning Commission. • Coniribution toward Stevens Creek Boulevard Brid~e Improvement: To improve pedestrian access and walkability, staff sought a contribution toward the pedestrian improvement of the Stevens Creek Boulevard bridge over Highway 85. An arnount of $100,000 was sought to act as seed money toward such improvements as safety rails, pedestrian lights and bike lanes. Other projects next to bridges were required to make contributions or improvements and such improvernenis wili principally bene€it this properiy owner. • General Plan Comrnercial Development Allocation: Sta#f recommended thafi a discounted commercial development allocation of 18,770 square feet be applied to this 61,822-square foot, J.22-room hotel because hotels generate far less peak hour traffic than general commercial uses. A hatel allocation coul.d not be transferred from the Cupertino Squaze area because of a prior development ~agreeznent. Staff noted that the City Council established a precedent by approving the ~.OO,OQO square foot Public Storage facility project with an office/industrial developxn.ent allocation of 10,000 square feet. 6-17 Applications: U-20Q7-(i4, ASA-2007-06, TM-2007-09, EXC-2008-()/, TR-2008-02, EA-2007-Q6 21265 Stevens Creek Boulevard Page 5 June 17, 2008 • Reducing the Maximum Restaurant Seatin~ at the Sho~~in~ Center• The project' contemplates constructing a 165-space underground parking podium that will not be available to customers and tenants of the rest of the shopping center. To avoid potential, future parking overflow problems, staff recommended modifying the 1986 master use permit to reduce the maximum allowable restaurant seating from 800 seafs to 5Q0 seats. The center currently has 310 restaurant seats. • • Sustainabilitv: Staff recommends that the applicant achieve LEED Silver certification for both buildings. Planning Commission Comments, • Phasing_ The Commission was supportive of deveiopment phasing and accepted the applicant's proposal #or a 5-year expiration period (affier City Council ~ approval} on the second developrnent phase. * Marv Avenue Landscaping/Street Parking Loss: The Commission agreed with staff that the hotel must have a more generous rear landscaped setback from Mary Avenue or else the hotel will appear to be too rnassive. They objecfed. to the loss of any Mary Avenue street parkirig because it is a public benefit and is highly utilized by Memorial Park and Senior Center users, De Anza College students and Flint Center attendees. In addition, it is an irnportant parking supply for De Anza Flea Market attendees and the numerous aftendees o£ fesiivals at Memorial Park. The 36 parking stalls proposed for conversion fo landscaping are all in prirne locations in close proximity to the activity centers. The Commission recommended that the Mary Avenue setback for the hotel be increased 2Q additional feet {40 feet total) to avoicl any Ioss of Mary Avenue street parking. It was left with the applicant to decide how best to accommodate the increased Mary Avenue setback, Some suggestions included shrinking the size of the hotel and/or mixed use building and/or recon£iguring the shape of the buildings. Another alternative offered to the applicant was the sharing of an equivalent number of parking spaces ore the shopping center property to cornpensate for the street parking loss, but the applicant was not receptive to the idea. • Stevens Creek Boulevard (Heart of the City Landscaping: The Commission supported the modified Heart of the City Iandscape improvement recommended by staff far the #rontage segment between t11e two driveways, in lieu of improving the frontage next to the Shane Company. If the Council approves this 6-18 Applications: ~U-2007-(i4, ASA-2007-0b, TM-2007-09, EXC-2008-U/, TR-2008-02, EA-2007-06 212b5 Stevens Creek Boulevard , , Page 6 June 17, 2008 alternative, staff recommends the applicant should provide an irrevocable offer of dedication for the Shane Company frontage at this time. . • Hotel Desi~ The Commission wanted to see enhancements on all four sides of the hotel. It also recommended that rnore detailed designs #or both buildings be brought back for a separate City Council action with recommendation from the Planning Commission. • Contribution foward Stevens Creek Boulevard Bridge Improvement: The Commission wanted to improve the walkability across the bridge and saw potential connections between the hotel and the Bubb Road industrial paxk. A minority of the Commisszon felt the nexus for a bridge confribution was too weak. The Comrnission xecornmended a$25,000 contribution requirement toward bridge improvernent, which was in line with other contributions sought from othex developers with projects next to bridges. • General Plan Commercial Development Allocation: The Commission did not recommend a discounted commercial development allocation for the hotel, which means it supported a full allocation of 61,822-square foof for the 122-room hofel. Despite the precedent set by the City Council, the Commission felt uncornfortable recommending a di.scounted development allocation when there was no supporting general plan policies. ~ • Reducin~ the Maxirnum Restaurant Seating at the Shopping Center: The Commission recommended mociifying the 1986 master use permit (Exhibit C-1) conclitian to reduce the maximum allowable restaurant seating from 800 seats to 600 seats, which was the applicant's proposal. Another condition in that master use permit allows the Comm.ission to open up the use permit to address parking i.ssues in the event fhat parking becomes a problern. • Sustainability: The Commission recomrnends that the applicant achieve LEED Silver certification for both buildings and requires solar heating for the swimming pool. • Landscaping: The Commissioners noted that the western property boundary has several dead trees not shown as dead or not shown to be removed on the plans. The Commission recommended that the Phase 2landscaping on the west side of the mixed use building be shifted into Phase 1. This includes removal of any dead trees and their replacements in accordance with the protected tree ordinance; the substittxtion of native ixees for the exotic tree replacements where feasible; and two field grown oaks to replace oaks previously allowed to be removed under emergency circumstances. s-~s Applicafions: U-2007-0~, ASA-2007-06, TM-2007-09, EXC-20Q8-Q7, TR-2008-02, EA-2007-06 21265 Stevens Creek Boulevard Page 7 Jtix~e 17, 2008 Condomulium Map: The Commission recommends approval of the two lot split but had difficulty comprehending the need for the condominium plan. There were also concerns expressed about approving a condorninium plan if the second phase was not built. The condo plan was approved with the stipulation that the condo lines be adjusted by the £inal map stage to accommodated any approved changes to the site plan. ~ ENCLOSURES Planning Commission Resolutions Nos. 6516, 6517, 6518, 6519, 6520 Exhibit A-2: Staff Reports to Planning Cornrnission dated May 27, 2008 and June 10, 2008, including initial study, ERC recornmendation and Negative Declara~ion F.~chibit B-2: Applicant's written response to the staff report, dated June 9, 2Q08 Exhibit C-2: Revised Condominium plans titled Cupertino Oaks Conceptual Condorninium Plan, Iabeled C-1 and C-2. ~ Exhibit D-2: Revised Building Elevation titled: Marriott Residence Inn, Cupertino, CA, sheet DR-7 Exhibit E-2: Public comments P1an Set Prepared by: Colin Jung, Senior Planner Subm~t~`te~i by: . ,~. . _. - ~ ~ ~~~,{ ' Steve Piasecki Director, Community Development Approved by: David W. Knapp City Manager G:\Planning\PDREPORT~CC\U-2007-04 ASA-2007-06 TM-2007-09 EXC-2008-07 TR-2008-02 EA-2007-06 CC ~Zeport.doc 6-20 U-2007-04 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. 6516 OF THE PLANNING COMMISSION OF THE~CITY OF CUPERTINO RECOMMENDING APPROVAL OF A USE PERNIIT TO DEMOLISH A THEATER AND 2,430 SQUARE FEET OF COMIVVIERCIAL BUiLDING AND CONSTRUCT A 4- STORY, 122-ROOM HOTEL A1~D A 3-STORY, ~56,200 SQUARE-FOOT MIXED USE RETAIL, COMMERCIAL OFFICE AND MEETING/CONFERENCE CENTER BUILDTNG OVER AN UNDERGR~UND PARICING PODIUM AND SITE IMPROVEMENTS AT AN EXlSTING SHOPPING CENTER LOCATED AT 21265 STEVENS CREEK BOULEVARD SECTION I: FINDINGS WHEREAS, the Plarmirig Commission of the City of Cupertino received an application for a Use Permit, as described in Section II of this Resolution; and WHEREAS, the necessary public notices have been given in accordance with the Procedural Ordinance of the City of Cupertino, and the Planning Cornmission has held one or more public hearings on this matter; and WHEREAS, the applicant has met the burden of proof r.equired to support said applica~.on; and has satisfied the fQllowing requirements: 1) The proposed use, at fhe proposed location, witl nof be detrimenfial or injurious to property or improvements in the vicinity, and will not be detrimental to the public health, safety, general welfare, or convenience; and 2) The proposed use will be located and conducted in a manner in accord with the Cupertino Comprehensive General PIan and the purpose of the Conditional Use Permits Chapter of the Cupertino Municipal Code. 3) The proposed development is consistent with the Heart of the City Specific Plan, except for the 15-foot side building setback for which an exception is requested. N~W, THEREFORE, BE IT RESOLVED: That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this matter, the applicafion €or a Use Pexmit is hereby recommended #or approval, subject to the conditions which are enumerated in this Resolution beginning on Page 2 thereof; and That the subconclusions upon which the find'zngs and conditions specified in this resolution are based and contained in the public hearing record concerning Application No. U-200'7-Q4 as set forth in the Minutes of the Planning Commission Meeting of May s-2~ Resolutior~ No. 6516 U-20Q7-04 june 10, 2008 Page 2 27, 20Q8 and june 10, 2008, and are incorporated by refexence as though fully set forth herein. SECTION II: PROLECT DFSCRIPTION Application No.: U-2007-04 Applicant: Karen Ngo Location: 21265 Stevens Creek Blvd. SECTI~N IIT: CONDITIONS ADMTNISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS . The approval is based on Exhibits titled: "The Oaks Mixed -Use Project, Stevens Creek Boulevard, Cupertino, CA" consisting of 4:7 pages Iabeled pages DR-1 through DR-9, DR-2.1, DR-3.1, SD-1, SD-2, CS-1, A-1 through A-4, SHT 1, Phase 1: C-1 through C-8, Phase 1: C-1 through C-8, TM-1 through TM-4, Condo Plan: C-1 and C-2, C-3 Compliance C-1, L1 through L-5, EX&1 and two colored renderings of the project, except as may be amended by the conditions contained in this resolution. . 2. DEVELOPMENT APPROVAL Approval is granfied fio construct a 4-story, 122-room hotel and a 3-story, 5b,194 square-foot mixed use building over a parking podium. For the 3-sfory, mixed- use building the first and second floors shall be devoted to general commercial uses as defined in the City's "CG" zoning district. The third floor shall be lirnited to meeting, banquefi, party and conference uses, with late evening activities, subject to City use permit approval. AlI tenants and customers of said buildings shall have access to parking spaces in the underground parking podium. 3. DEVELOPMENT ALL~CATION The applicant shall receive a Heart of the City Area commercial development allocation of 1Q0,323 square feet that reflects the construction of a 122-room hotel and a 56,194 square-foot mixed use building. 4. PROTECT PHASING For building pexmit purposes, the applicant may phase the construction of the hotel, mixed-use builcling and their site improvements in two phases as described in the approved exhibits (see condition #1), except as may be amended by the conditions contained in this xesolution. The second development phase shall have a use permit expiration of five years after City approval. s-zz Resoiution No. b516 U-20Q7-04 June 10, 200$ Page 3 5. HOTEL REAR SETBACK The reax building setback for the hotel building shall be increased to a minimum of 40 feet to accommodate significant Iandscaping and trees to help screen the mass of the hotel. ~ ~ 6. BTCYCLE PARKING The applicant shaD: provide bicycle parking facilities for the pxoposed development in accordance with the City's Parking Regulations under Chapter 19.100 of the Cupertino Municipal Code. 7. LANDSCAPE PLAN The applicant shall submit detailed Iandscape and irrigation plans to be reviewed and approved by the Dixector of Community Development prior to issuance of building permits. The landscape plan shall provide the following: a. The landscape plan sha1l include water conservation and pesticide reduction measures in conformance with Chapter 14.15, Xeriscape Landscaping, and the pesticide control measures referenced in Chapter 9.18, Stormwater Pollution Prevention and Watershed Protection, of fihe Cupertino Municipal Cod.e. b. A modified Heart of #he City landscape improvement along the parking row to the westerly driveway, consisting of a paver sidewalk and planting areas between the existing trees, similar in design to the Stevens Creek Boulevard sidewalk design on the riorth side of the street east of Stelling Raad. c. Native trees substituted fox the proposed replacement trees where appropriate and feasible. The revised Iandscape plan shall include the locatiozts of two £ield-grown native oak trees that will replace two large specimen oaks that were previously removed due to hazardous conditions. d. Mazy Avenue on-street parking shall not be removed other than what is needed for approved driveway cuts and abutting landscape bulbs. e. The landscape strip westerly of the pxoposed mixed use building shall be planted as part of the Phase 1 work. 8. MASTER USE PERMIT (FILE NO. 20-U-86) M~DIFICATION OF CONDITION NO. 3 The cond'ztions of approval vf the master use perxnit for the Oaks Shopping Center {file no. 20-U-86) are incorporated by reference into this u~e perxnit. Condition #3 (Use L'unitation) is hereby modified to reduce the maacimum ~ number of allowed restaurant seats from 800 to 600 to reflect the reduced shared parking supply proposed by this development appli.cation. 9. GREEN SUILDING At the building permit stage, the applicant shall qualify the new building(s) to achieve a LEED Silver designation Tn addition, the swimming pool will be heated wzth solar heaters. 6-23 Resolution No. 6516 U-2007-Q4 June IQ, 2008 Page 4 10. MAINTENANCE AGREEMENT The applicant shall record a maintenance agreement subject to the approval of the City Attorney for the maintenance of the shared driveways by the property owners of each of fhe lots. 11.. DEM~LITI~N RE UIREMENTS All demolished building and site materials shall be recycled to the maximum extent feasible subject to the Building Official. The applicant shall provide evidence fihat materials will be recycled prior to issuance of final demolition permi.ts. 12. NOTICE_ ~F FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedicatian xequirements, 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, pursuanfi to Government Code Section bb020(a}, has begun. If you fail to fi1e a protest within this 90-day period complying with all of the requirernents of Section 6b020, you wi11 be legally barred from later challenging such exactions. 13. BUILDING MATERIALS AND ARCHITECTURE Applicant sha.ll revise the hotel architectural plans to substantially comply with the re-design recommendations o# Czty Axchitect, Lany Cannon, defailed in a May 30, 2008 email message to sta.ff, and include: matching roof tiles; mortared roof ridges; inset windows (minimurn o# 4 inches); awnings; balconies; eave brackets; and rnasonry accents on majoar, first floor building elements, including the lobby enfrance. Revised plans shall be reviewed and approved by the City Councii wzth a recammendation from Ehe Planxung Cornmission. 14. PEDESTRIAN INII'ROVEMENTS FOR HIGHWAY 85 BRIDGE Applica3nt shall contribute $25,000 toward the improvement of the pedestrian connections on the abutting bridge crossing over Highway 85. Said funding shall help fund safety railings, pedestrian-scaled lighfin~ permanently marked bicycle lanes, etc. on the bridge. 7.5. PUBLIC ART The applicant shail provide public art in accordance with General Plan policy 2- 66. Public ar~ selection will be reviewed by the Fine Arts Commission. 6-24 Resolution No. 6516 U-2(?07-04 June 1Q, 2008 .Page 5 SECTION IV: CONDITIONS ADMIIVISTERED BY THE PUBLIC WORKS DEPT. 16. STREET WIDINING Sixeet widening and dedications shall be provided in accordance with City Standards and specifications and as required by the City Engineer. 17. CURB .AND GUTTER IMPROVEMENTS Curbs and gutters, sidewalks and related structures shall be znstalled in accordance with grades and standards as speci#zed by the City Engineer. 18. STREET LiGHTING INSTALLATION Street lighting sha11 be installed and shall be as approved by the City Engineer. Lighting fixtuxes 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. 19. FTRE HYDRANT Fire hydrants shall be located as required by fhe City and Santa Clara Couniy Fire Department as needed. 20. GRADING Grading shall be as approved and required by the City Engineer in accordance wi.th Chapter 16.08 of the Cuper~ino Municipal Code. 401 Certi£ications and 404 perrnits maybe required. Please contact Ax~my Corp of Engineers and/ or Regional Water Quality Control Board as appropriate. - 21. DRAINAGE Drainage shall be provided to the safisfaction of the City Engineer. Pre- and post- development calculations must be provided to indicate whether additional storm water control measu.res axe to be installed. 22. UNDERGROUND UT~,ITIES The developer shall comply with the requirements o# fhe Underground Utili~ies Ordinance No. 331 and other related Ordinances and regulations of the City of Cuperti.no, and shall coordinate with affected utiliiy providers for installation of underground utility devices. The developer shall submit detai.Ied plans showing utility underground provisions. Said plans shall be subject ta priox approval of the affected Utility pravider and the City Engineer. 23. TMPROVEMENT AGREEMENT The project developer shall enter into a development agreement with fihe City of Cupertino providing for payment of fees, including but not limited to checking 6-25 Resolution No. 6516 U-2007-04 ~ june 10, 2008 ~ Page 6 and inspection fees, storm drain fees, park dedication fees and fees for under grounding of utilities. Said agreement ~hall be executed prior to issuance of construction permits. Fees: a. Checking & Inspection Fees: b. Grading Permit: c. Development Maintenance Deposit: d. Storm Drainage Fee: e. Power Cost: f. Map Check~ing Fees: $ 6% of Off-Sifie ~nprovement Cost or $3,540.00 minimum $ 6% of Site Improvement Cast or $2,06Q.QQ minimum $ 2,000.00 $ 2,092.79 ~ $3,515.00 g. Park Fees: N/ A h Street Tree By Developer ** Based on the Iatest effective PG&E rate schedule approved by fhe PUC Bonds: a. Faithful Performance Bond; 100% of Off-site and On-site Improvements b. t,abor & Material Bond:100% of Off-site and ~n-sife Improvement c. 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 rnodified at the time of recoxdation of a final map or issuance of a building permit in the event of said change or changes, the fees changed at that fiime will reflect the then current fee schedule. 24. 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 streefi areas. The transformer shall not be located in the hont or side building setback area. 25. BEST MANAGEMENT PRACTICES Utilize Best Management Practices {BNIl's), 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. s-2s Resolution No. 6516 U-2007-04 June 10, 20Q8 Page 7 2b. DEDICATION OF WATERLINES The applicant shall dedicate to the City aIl waterlines and appurtances installed to City Standards and shall xeach an agreement with San Jose Water for water service to the subject development. 27. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) CONSTRUCTION GENERAL PERMIT The applicant must obtain a Notice of Intent (NOI) from the State Water Resources Contxol Board, which encompasses prepara-tion of a Storm Water Pollution Prevention Plan (SWPPP), use of consi-ruction Best Management Practices (BMPs) fo control storm water runoff quality, and BMP inspection and maintenance. 28. AMENDED DEVELOPMENT BEST MANAGEMENT PRACTICES ~BMP~ REQUIREMENTS T'he applicant must include the use and maintenance of site design, source control and storm water treatment BMP's, which must be designed per approved numeric sizing criteria. A Storm Water Management Plan, Storm Water FaciliHes Easement Agreement, Storrn Water Facilities Operation and Maintenance Agreement, and certification of ongoing operation and maintenance of treatment BMI''s are required. 29. EROSION CONTROL PLAN The developer rnust pravide 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. 30. TRAFFIC SIGNAL IMPROVEMENTS The developer shall instail traffic signal irnprovements at the Stevens Creek Blvd/Mary intersection. The improvements include installing new pedestrian signal heads, pedestrian push buttons, emergency vehicle pre-emption equipment, repainting traf#ic signal heads and installing new poles, framework and signal heads on the east median and the southwest corner. The eastbound Ieft-turn pocket shall be lengthened as directed by the City Engiz-eer. 31. TRAFFIC CONTROL PLAN The developer must submit a traffic control plan by a Registered Traffic Engineer to be approved by the City. The pIan sha11 include a temporary traffic control glan for woxk in the right of way as well as a routing plan for all vehicles used during construction. AII 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 aIl signage and striping work throughout the City. s-z~ Resolution No. 6516 U-2007-(}4 June 10, 2008 Page 8 32. TRASH ENCLOSURES The trash enclosure plan shall be designed to the satisfaction of the Environmental Progxaxns Manager. 33. REFUSE TRUCK ACCESS The developer must obtain clearance frorn the Environmental Programs Manager in regards to refuse ixuck access for the proposed development. CTTY ENGINEER'S CERTIFICATE OF ACCEPTANCE OF ENGINEERIN~/SURVEYING CONDITIONS (Section 66474.18 of the California Government Code) I hereby certify that the engineering and surveying conditions specified in Section IV. Of this resolution coriform to generally accepted engineering practices /s/Ralph Qualls Ralph Qualls, Director of Public Works City Engineer CA License 22046 PASSED AND ADOP'TED this 10th day of June 2Q08, at a Regular Meeting of the Planning Commission of the City of Cupertino, State oE California, by the following roll call vote: AYES: COMMTSSIONERS: Chairperson Mi1ler, Vice Chair Giefer, Rose . Kaneda, Brophy NOFS: COMMISSIONERS: none ~ ABSTAIN: COMMTSSIONERS: none ABSENT: C4MMISSIONERS: none ATTEST: Ls/Steve Piasecki Steve Piasecki, Director Coznmunity Development Department G:1PlanntnglPDREPOR71RES1~0071 U-20Q7-04 res.doc APPROVED: /s/Mar Miller Marty Miller, Chair Planning Commission 6-28 ASA-2Q07-06 CTTY OF CUPERT'INO 1030Q Tone Avenue Cupertino, California 95014 RFSULUTION NO. 6517 OF THE PLANI~TING C4MMISSION OF THE CITY OF CUPERTINO RECOMMENDING APPROVAL OF AN ARCHITECTURAL AND SITE APPROVAL TO CONSTRUCT A 4-STORY,122-ROOM HOTEL AND A 3-STORY, 56,194 SQUARE- FOOT MIXED USE RETAIL/ COMMERCIAL OFFICE/ MEETING & CONFERENCE CENTER BUILDIN G OVER AN UNDERGROUND PARKING PODIUM AND SITE IMPROVEMENTS AT AN EXISTING SHOPPING CENTER LOCATED AT 21265 STEVENS CREEK BOULEVARD (OAKS SHOPPING CENTER) SECTION T: FINDINGS WHEREAS, the Planning Commission of the City of Cupertino received an application for an Architectural and Site Approval, as described in Section II of this Resolution; and WHEREAS, the necessary public notices have been . given in accordance with the Procedural Ordinance of the City of Cupertino, and the Planning Commission has held ane or more public hearings on this matter; and WHEREAS, the applicant has met the burden of proof required to support said application; and has satisfied the following requirements: 1) The proposed use, at the proposed Iocation, will not be detrimental or injurious to property or improvements in the vicinify, and will not be detrimental to the public health, safety, general welfare, or convenie~ce; and 2) The proposed use wili be located and coriducted in a manner in accord with the Cupertino Comprehensive General Plan and the purpose of the Architectural and Site Review Chapter of the Cupertino Municipal Code; and 3) The pxoposed development is essentially consistent with the Heart of the City Specific Plan, except for the exception request for a 15-foot sideyard setback from the westerly property line. NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of maps, facts, exhibifis, festimony and other evidence submitted in this matter, the application for Architecivral and Site Approval is hereby approved, subject to the conditions which are enumerated in thzs Resolution beginning on Page 2 thereof; and ~ That the subconclusions upon which the findings and conditians specified in this resolution are based and contained in the public hearing record concerning Application No. ASA-2007-06 as set forth in the Minutes of #he Planning Commission Meeting of May 27, 2008 and June 10, 2008, and are incorporafed by reference as though fully set forEh herein. 6-29 Resolution No. 6517 ASA-2007-Qb ~ June 10, 2Q08 Page 2 SECTI~N II: PROTECT DESCRIPTION Applzcation No.: ASA-2007-06 Applicant: Karen Ngo Location: 21265 Stevens Creek Blvd. SECTION III: C~NDITIQNS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS The approval is based on Exhibifis ti~.ed: "The Oaks Mixed -Use Project, Stevens Creek Boulevard, Cupertino, CA" consis#ing of 47 pages labeled pages DR-1 through DR-9, DR-2.1, DR-3.1, SD-1, SD-2, CS-1, A-1 thro~ugh A-4, SHT 1, Phase 1: C-1 through C-8, Phase 1: C-1 through C-8, TM-1 through TM-4, Condo Plan: C-1 and C-2, C-3 Compliance C-1, L1 through L-5, EXB-1 and two colored renderings of the project, except as may be amended by the conditions contained in this resolution. 2. DEVELOPMENT APPROVAL Approval is granted to construct a 4-story, 122-room hotel and a 3-story, 56,194 square-foot mixed use building over a parking podium. For the 3-story, mixed- use building the first and second floors shall be devoted to genexal commerciai uses as defined in the City's "CG" zoning districf. The third floor shall be limited to meeting, banquet, par~y and conference uses, with Iafe evening activities, subject to City use permit approval. All tenants and customers of said buildings shall have access to parking spaces in the underground parking podium. 3. DEVELQPMENT ALLOCATIQN The applicant shall receive a Heart of the City Area commercial development allocation of 100,323 square feet that reflects the construction of a 122-room hotel and a 56,194 square-foot mixed use building. 4. PR~TECT PHASING For building permit purposes, the applicant may phase the construction of the hotel, mixed-use building and their site irnprovements in two phases as described in the approved exhibits (see condition #1}, except as may be amended by the conditions contained in this resolution. The second develapment phase sha11 have a use permit expiration of five (5} years after City approval. 6-30 Resolu~zon No. 6517 ~ ASA-2QQ7-Q6 June 10, 20Q8 Page 3 5. HOTEL REAR SETBACK The rear building setback for the hotel buiiding shall be increased to a minimum of 40 feet to accommodate significant landscaping and trees to help screen the mass of the hotel. 6. BICYCLE PARKING The applicant shall provide bicycle parking facilities for the proposed development in accordance with the City's Parking Regulations under Chapter 19.100 of the Cupertino Municipal Code. 7. LANDSCAPE PLAN The applicant shall submit detailed Iandscape and irrigation plans to be revie~ved and approved by the Director of Cornmunity Development prior to issuance of building permits. The Iandscape plan shall provide the following: 1. The landscape pIan shall include water conservation and pesticide reduction measures in conformance with Chapter 14.15, Xeriscape Landscaping, and the pesticide control rneasures xeferenced in Chapter 9.18, Stormwater Pollution Prevention and Watershed Protection, of the Cupertino Municipal Code. , 2. A modi#ied Heart of the City landscape improvement along the parki.ng row to the westerly driveway, consisting of a paver sidewalk and ~plartting areas between the existing trees, similar in design to the Stevens Creek Boulevard sidewalk design on the north side of the street east of Stelling Road. 3. Native trees subs~ituted for the propased replacement trees where appropriate and feasible. `The revised Iandscape plan shall include the Iocations of two field-grown native oak trees that will replace two large specimen oaks that were previously removed due to hazardous conditions. 4. Mary Avenue on-street parking shall not be removed other than what is needed for appraved driveway cuts and abutting Iandscape bulbs. 5. T'he Iandscape strip westerly of the proposed mixed use ~ building shall be planfed as part o# the Phase 1 work. 8. MASTER USE PERMIT (FILE NO. 20-U-~86} MODIFICATION OF CONDITION NO. 3 The conditaons of approvai of the master use permit fox the Oaks Shopping Center (file no. 2Q-U-86} are incorporated by reference into this use permit. Condition #3 (LTse Limitation) is hereby modified to reduce the maximum 6-31 Resolution No. 6517 ASA-2Q07-06 ~ June 1Q, 2Q08 Page 4 number of allowed restaurant seats from $(}0 to COQ to reflect the reduced shared parking supply proposed by this development application. 9. GREEN BUILDTNG At the building permit stage, the applicant shall qualify the new building(s} to achieve a LEED Silver designation. In addition, the swimmir~g pool will be heated with solar heaters. 10. MAINTENANCE AGREEMENT ~ T'he applicant shall record a maintenance agreement subject to the approval of the City Attorney for the maintenance of the shared driveways by the property owners of each of the lots. 11. DEMOLITIUN REQUFREMENTS 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 will be recycled prior to issuance of final demolition permits. 12. NOTICE OF FEES, DEDICATIONS, RESERVATTONS OR OTHER EXACTIONS The Conditions of Project Appraval set forth herein may include certain fees, dedication requirements, reservatian requirements, and other exactions. Pursuanf 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 rnay protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 6b020(a), has begun. If you fail to file a protest within this 90-day peziod complying with att of the requirements of Section 66020, you will be legally barred from Iater challenging such exactions. 13. BUILDING MATERIALS AND ARCHITECTURE Applicant shall revise the hotel architectural plans to substantially comply with the re-design recommendations of City Architect, Larry Cannon, detailed in a May 30, 2008 email message to staff, and include: matching roof ti1es; mortared roof ridges; inset windows (minimum of 4 in~hes}; awnings; balconies; eave brackets; and masonry accents on major, first floor building elements, including the lobby entrance. Revised plans shall be reviewed and approved by the City ' Council with a recommendati.on from the Plaruung Commission 14. PEDESTRIAN IMPROVEMENTS FOR HIGHWAY 85 BRIDGE Applicant shall contribute $25,(?00 toward the improvement af the pedestrian cannections on the abutting bridge crossing over Highway 85. Said fiinding shall 6-32 Resolution No. 6517 ASA-2007-06 june 10, 2008 Page 5 help fund safety railings, pedestrian-scaled lighting, permanently marked bicycle Ianes, etc. on fihe bridge. 15. PUBLIC ART The applicant shall provide public art in accordance with General Plan policy 2- 66. Public art selection wili be reviewed by the Fine Arts Commission. SECTTON IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPT. 16. STREET 4VIDENING Street widening and dedications shall be provided in accordance with City ' Standards and specifications and as required by the City Engineer. 17. 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. 18. STREET LIGHTING INSTALLATION Street lighting shall be installed and shall be as approved by the City Engineer. Lighting fixteires 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 perrnitted by the zone in which the site is Iocated. 19. FIRE HYDRANT ~ Fire hydrants shall be Iocated as required by the City and Santa Clara County Fire Department as needed. ~0. GRADING Grading shall be as approved and required by the City Engineer in accordance with Chaptex 16.Q8 of the Cupertino Murucipal Code. 401 Certifications and 404 permits maybe required. Please contact Army Corp of Engineers and/or Regional Water Quality Control Board as appxopriate. 21. DRAINAGE . Drainage sha11 be provided fio the satisfaction of the City Engineer. Pre- and post- development calculations musf be provided to indicate whethex additional storm water conixol measures are to be installed. 22. UNDERGROUND UTILITIES - The developer shall comply with the requiremenfis of the Underground Utilities Ordinance No. 331 and other related Qrdinances and regulations of the City of Cupertino, and shall coordinate with affected utility providers for installa~ion of 6-33 Resolution No. 6517 ASA-2007-06 June 10, 2008 Page 6 ~ undexground utility devices. The developer sha11 submit detailed plans shawing utility underground provisions. Said plans shall be subject to prior approval of the affected Utility provider and the Cify Engineer. 23. IMPROVEMENT AGREEMENT The project developer shall enfer into a development agreernent with the City of Cuper~ino providing #or 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. Fees; a. Checking & Inspection Fees: b. Grading Permit: c. Development Maintenance Deposit: d. Storm Drainage Fee: e. Pawer Cost: $ 6% of Off-Site Improvement Cost or $3,540.00 mini.mum $ 6°h of Site Irnprovement Cost . ar $2,060.00 minirnurn ~ z,oao.oo $ 2,Q92.79 ~ f. Map Checking Fees: $3,515.00 g. Park Fees: N/A h. Street Tree By Developer ** Based an the latest effective PG&E rate schedule approved by the PUC Bonds: . a. Faithful Performance Bond: 100% of Off-site and On-site Improvements b. Labor & Material Bond:100% of Off-site and On-site Improvement c. On-site Grading Bond:100 % of site improvement~s. -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 ar 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. 24. TRANSFORMERS Electrical transformers, telephone vaults and sirnilar above ground equipment enclosures sliall be screened with fencing and Iandscaping or Iocated 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. 6-34 Resolution No. 6517 ASA-2007-06 ~ june 10, 2008 Page 7 25. BEST MANAGEMENT PRACTTCES 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 improvennent plans. 26. DEDICATION OF WATERLINES The applicant shall dedicate ta the City all waterlines and appurtances installed to City Standards and shall reach an agreement with San Jose Water for water service to fhe subject development. 27. NATI~NAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES} CONSTRUCTION GENERAL PERMIT . The applicant must obtain a Notice of Intent (NOI) from the State Water Resources Control Board, which encompasses preparation of a Storm Water Pollution Prevention Plan (SWPPP), use of construction Best Management Practices (BMPs) to control storm water xunoff qual.ity, and BNIl' inspection and rnaintenance. 28. AMENDED DEVELOPMENT BEST MANAGEMENT PRACTICES fBMP) REQUTREMENTS The applicant must include the use and maintenance of site design, source control and storm water treatment BMP's, which must be designed per approved numeric sizing criteria. A Storm Water Management Plan, Storm Water Facilities Easement Agreement, Storm Water Facilities ~peration and Maintenance Agreement, and certification of ongoing opera~ion and maintenance of ireatment BMI''s are required. 29. EROSION CONTROL PLAN The developer must provide an approved erosion control plan by a Registered Civil Engineer. This plan should include all erosion confrol meas~xres used to retain materials on site. Erosion control notes shall be stated on the plans. 30. TRAFFIC SIGNAL IMPROVEMENTS The developer shall install traffic signal improvements at the Stevens Creek Blvd/Mary intexsection. The improvernents include i.nstalling new pedestrian signal heads, pedestrian push buttons, emergency vehicle pre-emption equipment, repainting traffic signal heads and installing new poles, framework and signal heads an the east median and the southwest corner. The eastbound left-turn pocket shall be lengthened as ditxected by the City Engineer. 31. 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 6-35 Resolution No. b527 ~ ASA-2U07-06 ' June 10, 2008 Page 8 construction. All traffic control signs must be reviewed and approved by the City priar to commencement of work. The City has adopted Manual on Uniform Traffic Control Devices (MUTCD) standaxds for all signage and striping work throughout the City. 32. TRASH ENCLOSURES ~ The trash enclosure plan shall be designed to the sati.sfaction of the Environrnental Programs Manager. 33. REFUSE TRUCK ACCESS The developer must obtain clearance from the Environmental Programs Manager in regards to refuse truck access for the proposed development. CTTY ENGINEER'S CERTIFICATE OF ACCEPTANCE OF ENGINEERING/SURVEYING CONDITI4NS (Section b6474.18 of the California Governrnent Code) I hereby certify that the engineering and surveying conditions specified in Section IV. Of this resolution conform to generally accepted engi.neering practices / s/ Ralph Qualls Ralph Qualls, Director o# Public Warks City Enguleer CA License 22046 PASSED AND AD~PTED this 10~ day of June 2Q08, at a Regular Meeting of the Planning Cammission of the City of Cupertino,, State of Ca1i.£ornia, by the following roll call vote: AYES: COMMISSIONERS: Chairperson Miller, Vice Chair Giefer, Rose Kaneda, Brophy NOES: COMMISSTONERS: none ABSTAIN: COMMISSIONERS: none ABSENT: COMMISSIONERS: none ATTEST: / s / Steve Piasecki Steve Piasecki, Director Communify Development Department APPROVED: /s/Mari,-y Miller Marty Miller, Chair Planning Commission 6-36 Resolution No. 6517 ASA-2007-06 ~ June 10, 2008 Page 9 G: IPlanninglPDREPOR71REb120071ASA-2007-06 res.doc 6-37 TM-20p7-Q9 CITY OF CUPERT'INO 10300 Torre Avenue Cupertino, California 95014 ' RESOLUTION NO. 6518 ~F THE PLAIVl~TING COMMISSION OF THE CITY OF CUPERTINO RECOMMENDING; ~ APPROVAL OF A TENTATIVE MAP T~ SUBDIVIDE AN 8.1 NET ACRE SITE INTp TWO PARCELS, APPROXIMATELY 3.0 AND 5.1 ACRES IN SIZE, AND ~ APPR~VAL OF A CONDOMINIUM SUBDIVISION PLAN TO FURTHER SUBDNIDE THE 3.Q ACRE L~T INTO TW~ CONDOMINIUM UNITS AND A COMMON AREA LOT. - SECTION I: FINDINGS WHEREAS, the Planning Corrunission of the City of Cupertino received an application for a Tentative T'arcel Map, as described in Section II of this Resolution; and WHEREAS, the necessary public notices have been given in accordance with the Proced~ral Ordinance of the City of Cupertino, and the Planning Commissian has held one or more public hearzngs on this matter; and WHEREAS, the applicant has met the burden of proof. required to suppor~ the subdivision and condominium plan of said application; and has satisfied the followang requirernents: 1) That the proposed subdivision map is consistent with the City of Cupertino General Pian. 2) That the design and improvements of the proposed subdivision are consistent with the Genexal Plan. 3) That the site is physically suitable for the type and intensity of development contemplated under the approved subdivision. 4) That the design of the subdivision or the proposed improvements is not likely to cause substantial environmental damage nor substantially and unavoidably injure fish and wildlife or their habitat. 5) That the design of the subdivision or the type of improvements associated there is not Iikely to cause serious public health problems. 6) That the design of. the subdivision and its associated improvemenis will not conflict with easements acquired by the public at large for access through or use of property within the proposed subdivision. NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this matter, the application for Tentative Parcel Map is hereby recarnmended for approval, subject to the conditions which are enumerated in st~ Resolution No. 6518 TM-2Q~7-09 June 1Q, 2008 Page 2 Reso~ution beginning on Page 2 thereof; 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. TM-20Q7-Q9 as set f orth in the Minutes of the Plaruling Commission Meeting of May 27, 2008 and June 10, 2008, and are incarporated by reference as though fully set forth herein. SECTION II: PR~TECT DESCRIPTION Application No.: TM-2007-09 Applicant/Owner: Karen Ngo Location: 21265 Stevens Creek Boulevard SECTION III: CONDITIONS ADMIlVISTERED BY THE COMMUNTTY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS The recommendation of approval is based on the Tentative Parcel Map titled: "Cupertino Oaks Tentative Map", consisting of four sheets labeled TM-1 through TM~-4, and a condominium plan titled: "Cupertino Oaks/Conceptual Condominium Plan/First Flaor" and "Basement Floor", consisting of two sheets Iabeled C-1 and C- 2 prepared by BKF Engineers dated 4/14/08 and 6/02/OS respectively, except as may be modified by the conditions contained in this resolution. • 2. DEMOLTTION REQUIREMENTS All demolished building and site materials shall be recycled to the maximu~ extent feasible subject to ~khe Building Official. The applicanf shall provide evidence that materials will be recycled prior to issuance o£ final demolition permits. ~ 3. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Cond'ztions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requixements, and other exactions. Pursuant to Government Code Section 6b020(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 othex 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 Iegally barred from Iater challenging such exactions. 4. RECORDATION OF EASEMENTS ~ The applicant shall depict on the final subdivision map to Ehe satisfaction of the Director of Cflmmunity Development and the Director of Public Works, easements for all shared utility lznes, and surface storm drainage, parking, waste collection and vehicular circ~lation that crosses property lines. 6-39 Resolution No. 6518 TM-2007-09 June 1Q, 200$ Page 3 ~ SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT 5. STREET WIDENING Street widening and dedications shall be provided in accordance with City Standards and speci£icatzons and as required by the City Engineer. 6. 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. 7. STREET LIGHTING INSTALLATTQN Street lighting sha11 be insfalled and shall be as approved by the City Engineer. Lighting fix#ures shall be positioned so as to preclude glare and ather forxns of visual interference to adjoining properties, and sha11 be no higher than the maximum height permitted by the zone in which the site is Iocated. 8. FIRE HYDRANT Fire hydrants shail be located as required by the City and Sanfia Clara County Fire Department as needed. 9. 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 pexmits maybe required. Please contact Army Corp of Engineers and/ or Regional Water Quality Control Board as appropriate. 10. DRAINAGE Drainage shall be provided to the satisfaction of the City Engineer. Pre- and post- development calculations must be provided to indicate whether additional storm water conirol rneasures are to be installed. 11. UNDERGROUND UTILTTIES 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 caardinate with affe~fed utility providers for installation of underground utility devices. The developer shall submit detailed plans showing utility undergrownd provisions. Said plans shall be subject to prior approval of the affected Utility provider and the City Engineer. 12. IMPROVEMENT AGREEMENT The project developer shall enter into a development agreement with the City of Cupertino providing for payment of fees, incl.uding but not limited to checking 6 - 40 Resolution No. 6518 TM-20Q7-09 June 10, 20Q8 Page 4 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. . Fees: a. Checking & Inspection Fees: b. Grading Permit: c. Development Maintenance Deposit: d. Storm Drainage Fee: ~ e. Power Cost: f. Map Checking Fees: $ 6% o# Off-Site Improvement Cost or $3,540.00 minimum $ 6% of Site Improvement Cost or $2,060.00 ~~nim~i $ 2,000.00 $ 2,092.79 ~ . $3,515.00 g. Park Fees: N/ A h. Street Tree By Developer ** Based on the latest effective PG&E rate schedule appxoved by the PUC Bonds: a. Faithful Performance Bond: 100 % of Off-site and On-site Improvements b. Labor & Material Bond:100% of ~ff-site and On-site Irnprovement c. On-site Grading Bond:10Q% of site improvements. -The fees described above are imposed based upon the current fee schedule adopted by the City Council. However, the fees im~osed herein may be modified at the time of recordation of a final map or issuance o£ a building permit in the event of said change or changes, the fees changed at that time will re#lect the then current fee schedule. 13. TRANSFORMERS ~ Electrical transformers, teiephone vaults and sirnilar above ground equipment enclosures shall be screened with fencing and Iandscaping 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. 14. BEST MANAGENIENT PRACTICES . Utilize Bes# Management Practices (BMPs), as required b~ ~ the State Water Resources Control Board, for constructian activity, which disturbs soil. BNII' plans shall be included in grading and street improvement plans. 6-41 Resolution No. d518 TM-2007-09 June 1Q, 2008 Page 5 ~ - 15. DEDICATION OF WATERLINES . The applican# sha11 dedicafe to the City aIl waterlines and appurfiances instalied to City Standards ~nd shall reach an agreement with San Jose Watex for water service to the subject development. 16. NPDES C~NSTRUCTION GENERAL PERMIT The applicant must obtain a Notice of Intent (N~I) from the State Water Resources Control Board, which encvmpasses preparation of a Storm Water Pollution Prevention Plan {SWPPP), use of construction Best Management Practices (BMPs) ~ to contxol storm water runoff quality, and BMP inspection and maintenance, 17. AMENDED DEVELOPMENT BEST MANAGEMENT PRACTICES (BMP) RE~( ,UIREMENTS ~ The applicant must include the use and maintenance of site design, source cantrol and storm water treatment BMP's, which must be designed per approved numeric sizing criteria. A Storm Wafer Management Plan, Storm Water Facilities Easement Agreement, Storm Water Facilities Operation and Maintenance Agreement, and certification of ongoing operation and maintenance of treatrnent BMP's are required. ~ 18. EROSION CONTROL PLAN The developer must provide an approved erosion control plan by a Registered Civil En.gineer. This plan should include a1I erosion control measures used to retain materials on site. Erosion control notes shall be stated on the plans. 19. TRAFFIC SIGNAL IMPROVEMENTS The developer shall install traffzc signal improv~ments at the Stevens Creek Blvd/Mary intersection. The improvements include installing new pedestrian signal heads, pedestrian push buttons, emergency vehicle pre-emption equipment, repainting traffic signal heads and iristalling new poles, framework and signal heads on the east median and the southwest corner. The eastbound Ieft-turn pocket shall be lengthened as directed by the Cify Engineer. 20. TRAFFIC CONTROL PLAN The developer must submit a traffic control plan by a Regisfiered Traffic Engineer to be approved by the City, The plan shall include a temporary iraffic control plan for work in the right of way as well as a routing pIan for all vehicies txsed during construction. A11 traffic control signs must be reviewed and approved by fhe City priox to commencement o£ work. The City has adopted Manual on Unzform Traffic Contral Devices (MUTCD) standards for aIl signage and striping work throughout the City. 21. TRASH ENCLOSURES The trash enclosure plan must be designed to the satisfaction of the Environmental Programs Manager. 6 - 42 Resolution No. 6518 TM-2007-09 June 10, 2008 Page 6 . ~ 22. REFUSE TRUCK ACCESS The developer must obtain clearance from the Environmental Programs Manager in regards to refuse truck access for the proposed deveioprnent. CITY ENGiNEER'S CERTIFICATE OF ACCEPTANCE OF ~NGINEERiNG/SURVEYING CONDTTIONS (Section 66474.15 of the California Government Code) I hereby certify that the engineering and surveying conditions specified in Section IV. Of this resolution conform to generally accepted engineering practices /s/Ralph ualls Ralph Qualls, Director of Public Works ~ City Engineer CA License 22046 PASSED AND ADOPTED this 10~ day of June 2008, at a Regulax Meeting of the Planning Commission of the City of Cupertino, State of California, by the following roll call vote: . AYES: COMMISSIONERS: Chairperson Miller, Vice Chair Giefer, Rose Kaneda, Brophy NOES: COMMISSI(JNERS: none ABSTAIN: COMMISSIONERS: none ABSENT: COMMTSSIONERS: none ATTEST: / s / Steve Piasecki Steve Piasecki, Director Commuzuty Deveiopment Department G: U'lanninglPDReportUZes120071TM-2007-09,doc APPROVED: /s/Mart~r Miller , Marty Miller, Chair Planning Comrnission 6-43 EXC-2008-07 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, Califoxnia 95014 RESOLUTION NO. 6~19 OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO RECOMMENDING APPROVAL OF AN EXCEPTION TO 'THE HEART OF THE CTTY SPECIFIC PLAN FOR A 15-FOOT SIDE YARD SETB~ICK ON A HOTEL AND MIXED USE BUILDING AT 21265 STEVENS CREEK BOULEVARD SECTION I: PROTECT DESCRIPTION Application No.: EXC-2008-07 Applican~ Karen Ngo Location: 21265 Stevens Cxeek Boulevard SECTION TT: FINDINGS WHEREAS, the Planning Commi.ssion of the City o€ Cupertino received an application for a setback exception to the Heart of the City Speeifi~ PIan, as described in this Resolution; and WHEREAS, the Planning Commission finds the following with regards to this application: ~ a) That the literal enforcement of the provisions of this chapter will resulf in resf:rictions inconsistent with the spirit and intent of this title; b) That the granting of the exception will not be injurious to property or improvements in the area nor be detxirnental to the pubic safety, health and weI€are; and c) That ~he exception fo be granted is one that will require the least modification and the minimum variance to accomplish this purpose; and d) That the proposed exception will nofi result in sig~uficant impacts to neighboring properties. NOW, 'THEREFORE, BE IT RFSOLVED: Tliat after carefixl consideration of maps, facts, exhibits, testimony and other evidence submitted in this matter, the exception to the Heart of the City Specific Plan sefiback regulation is herebq recommended for approvai subject to the conditions whi.ch are enumerated in this Resolution; and 6-44 Resolution No. 6519 EXG2008-07 " June 10, 2008 Page 2 That the subconclusions upan which the findings and conditions specified in this Resolution are based and contained in the Public Heaz~ing record concerning Appl'rcation EXG2008-07, as set forth in the Minutes of the Planning Cornmission Meeting of June 7.0, 2008 and are incozporated by reference herein. SECTION III: CONDITIONS ADMIIVISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHTBITS . The approval is based on Exhibits titled: "The Oaks Mixed -Use Project, Stevens Creek Boulevard, Cupertino, CA" consisting of 47 pages labeled pages DR-1 through DR-9, DR-2.1, DR-3.1, SD-1, SD-2, CS-1, A-1 through A-4, SHT 1, Phase T: Gl through C-8, Phase 1: C-1 through C-$, TM-1 through TM-4, Condo Plan: C-1 and C-2, C-3 Compliance C-1, L1 through L-5, and two colored renderings of the project, excepfi as may be amended by the Conditions contained in this Resolution. 2. HEART OF THE CITY SETSACK EXCEPTION Approval is granted for a side yard setback exception from the Heart of the City Specific Plan requirements to ailaw the proposed hotel and mixed use building to have a minimum 15 foot setback from the westerly property line. 3. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS ~ The Conditions o£ Project Approval set forth herein may include certain fees, dedication requirenRents, reservation requirements, and other exacfians. Pursuant to Goverriment Code Section 66Q20(d) (1}, these Conditions constitute written notice of a staternent 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 6602Q(a), has begun. If you fail to file a protest withut this 9Q-day period complying with aII of the requirements of Sectian 66020, you will be legally barred frorn later challenging such exac~ions. 6-45 Resolution No. 6519 Page 3 EXG2Q08-07 ~ jnne 1Q, 2008 PASSED AND ADOPTED this 10th day of June 2008, at a Regu.lar Meeting of the Planning Commission of the City of Cupertino by the following roll call vo#e: AYFS: COMMISSIONERS: Chairperson Miller, Vice Chair Giefer, Rose Kaneda, Brophy NOES: COMMISSIONERS: none ABSTAIN: COMMISSIONERS: none ABSENT: COMMTSSIONERS: none ATTEST: APPROVED: /s/Steve Piasecki Steve Piasecki Dzrector of Community Development G: G~pNT/P lanning/Pdreport/Res/20Q8/EXC-20d8-07, doc / s/Marfv Miller Marty Miller, Chair Planning Commission 6-46 ~ - ~-zoos-o2 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. 6520 ~F THE PLANNiNG COMMTSSION OF THE CITY OF CUPERTINO RECOMMENDING APPROVAL OF A TREE REMOVAL REQUFST TO REMOVE AND REPLACE APPROXIMATELY 47 TREES TO CONSTRUCT A HOTEL AND MIXED USE BUILDING AT 21265 STEVENS CREEK BOULEVAftD SECTION T: PROTECT DESCRIPTI~N Application No.: TR-2008-02 Applicant: Karen Ngo Location: 21265 Stevens Creek Boulevard SECTION II: FINDINGS WHEREAS, the Planning Commission of the City of Cupertino received an application for the removal and replacement of about 47 trees in conjunction with the development of a hotel and mixed-use building; and WI~REAS, the 47 trees are part of an approved landscape plan, subject to Chapfier 14.18 of the Municipal Code, pertaining to Herztage and Specimen Trees; and WI~REAS, the necessary public notices have been given in accordance with the Procedural Ordinance of the City of Cupertino, and the Planning Commission has held one or more public hearings on this matter; a~d NOW, THEREFORE, BE TT RESOLVED: That after careful consideration of rnaps, facts, exhibits, testimony and other evidence submitted in this matter, the application for tree removal is hezeby recommended for approval; and That the subconclusions upon which the findix~gs and conditions specified irt this Resolution are based and contai.ned in the Public Heari~r-g record concerning Application TR-2008-02, as set forth in the Minutes of the Planning Commission I1ileeting of May 27, 2008 and June 10, 20Q8 are incorporated by refexence herein. 6-47 Resolution No. 652Q TR-2008-02 June 10, 200$ Page 2 SECTION III: CONDITIONS ADMINiSTERED BY 'TI~ COMMUNITY DEVELOPMENT DEPT. 1. APPROVAL ACTION The applicant is approved to xemove a total of about 47 trees on sifie in accordan~e with the applicant's tree survey/reinovai plan identified as pages L-1 through L-5 dated either 4/15/08 or 4/17/08 in the approved plan set titled: " The Oaks Mixed- Use Project, Hyway 85 & Stevens Creek Blvd., Cupertino, CA", except as may be amended by the conditions of this Resolution. 2. TREE PROTECTION The City Arborist's recommendations for site design and tree protection during project eonstruction as articulated in his July 24, 2007 report titled: " A Tree Inventory and Review of the Proposed Development at the Oaks Shopping Center 21Z65 Stevens Creek Boulevard, Cupertino, California' shall be incorporated in the building perrnit plan set and implemented during the cowrse of dernolition and construction of the project. 3. TREE PROTECTION BOND The applicant shall provide a tree protection bond in the amount flf $100,Q00 to ensure protection of trees slated for preservation prior to issuance of grading, demolition or building permits. The bond shall be xeturned after completion of consiruction, subject to a letter from the City Arborist indicati.ng that tlie trees are in good condition. 4. TREE REPLACEMENTS The applicant shall prepare a revised Iandscape plan at the building permit.stage. The westerly landscape strip next to the ` proposed mixed use buzlding will be advanced to the phase 1 work. Native trees shall be substituted for #he proposed replacement trees where appropriate and feasible. That revised landscape pian shall include the locations of two field-grown native oak trees that will replace two laxge specimen oaks tha# were previously removed due to hazardous conditions and root barriers shall be installed to avoid conflicts with future phase 2 development. The revised plan shall be approved by the Dixector of Coxnmunity Development. For any additional ixees that are removed due to hazardous conditions or are considered dead, the applicant shall be required to replace these trees in accordance with the Protected Trees Ordinance. Species and size of replacement trees shall ~be xeviewed and approved by the Cornmunity Development Department. 5. TREE REPLACEMENT IN-LIEU FEE - The applicant shall pay an in-lieu fee fox any trees that cannot be replaced on site in accordance with the City's Protected Trees Ordinance. 6-48 Resolution No. 6520 ~~ TR-2008-02 June 10, 2008 Page 3 6. NOTICE OF FEES, DEDICATIDNStRESERVATIONS ~R OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Governxnent Code Section 66020(d) (1), these Conditions constitute written notice o# a statement of the amaunt of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approvai period in which you may protest these fees, dedications, reservations, and o#her exactions, pursuant to Government Code Section b6020(a), has begun. If you fail to file a protest within thi.s 90-day period complying with all of the requirements of Section 66020, you will be legally barred from Iater challenging such exactions. PASSED AND ADOPTED this 10th day of June 2008, at a Regular Meeting of the Planning Commission of the City of Cupertino by the following roll ca11 vote: AYES: COMMISSIONERS: Chairperson Miller, Vice Chair Giefer, Rose, Kaneda, Brophy NOFS: COMMISSIONERS: none ABSTAIN: COMMISSIONERS: none ~ ABSENT: COMMISSIONERS: none ATTEST: /s/Steve Piasecki Steve Piasecki Director of Community Development APPROVED: /s/Martv Miller Marty MiLler, Chaix Cupertino Planning Commissian G: ~ Planning ~ PDREPORT~ RES ~ 20071 TR-2008-02res.doc 6-49 EXHIBiT A - Z CITY OF CUPEIZTINO 10300 Torre Avenue, Cupertino, California 9501.4 DEPARTMENT OF COMMUNITY DEVELOPMENT REPORT FQRM Application: U-2007-04, ASA-20Q7-06, TM-2007-Q9, Agenda Date: June 10, 2Q08 EXC-2008-07, TR-2008-02, EA-2007-Q6 Applicant : Karen Ngo, Sand Hill Properties Owner: Modena Tnveshnent LP & Sunnyvale Holding LLC Property Location: 21265 Stevens Creek Boulevard {Oaks Shopping Center) APPLICATION SUMMARY: ~ USE PERMIT and ARCHITECT`URAL AND STTE APPROVAL (file nos. U-2007-04 and ASA-2007-06) to demolish a theater and 2,43Q square feet of commercial space and construct a 4-story, 122-room hotel; a 3-story, ~56,200 square-foot mixed use retaii/o£fice/conference center building over an underground paxking podium and site improvements in two development phases at an existing shopping center. EXCEPTION (file no. EXC-2008-0~ to the Heart of the City Specific Plan to reduce one side yard setback to 15 feet for a proposed 4-story,122-room hotel and a 3-story, 56,200 square-foot mixed use retail/office/conference center building at an existing shopping center. TENTATIVE MAP (TM-2007-09) to subdivide an 8.1 net acre parcel into two parcels of 3.0 acres and 5.1 acres in size, with one parcel to be further subdivided into four commercial condominium units and a common area lot. TREE REMOVAL (TR-2Q08-02) request to remove and replace approximately 47 trees that.are part of an approved Iandscape plan for an exisfing shopping center. RECOMMENDATION: Staff recomrnends that the Planning Commission review the model xesolutions, make appropriate changes and re~ommend: • approval of a negative declaration £or the project; and • approval of the project per the revised model resalutions Project Data: Generai Plan Designation: Specific Plan: . Zoning Designatian: Acreage (Net): Building Area: Cammerciai/ Residential Heart of fhe Cify Specific Plan P- Stevens Creek Boulevard Planned Development Zoning 8.1 acres Existing Shopping Center: Demo Theater (Phase 1): Demo Comm'I Space {Phase 2): Conceptual 73,056 sq. ft. -15,263 sq. ft. - 2,430 sq. ft. 6-50 Use Permit, ASA, Tentative Map, Exception, Tree Removal for 21~05 Stevens Creek Blvd U-2007-04, ASA-2007-Q6, TM-20Q7-09, EXC-20Q8-07, TR-2008-02 June 10, 2008 Page 2 of 6 122-Room Hotel (Phase 1}: 61,822 sq. ft. Mixed-Use Bldg. {Phase 2): 56,194 sq. ft. Building Height: Max. Proposed Bldg. Height (Hotel.) 44' 10" General Plan Maximum Height is 45 feet Stories: Hotel: 4 stories; Mixed-Use Bldg: 3 stories Parking: . on- ade ~arage podium Shared Parking Required (Phase 1): 356 stails Parking Supply (Phase 1): 494 stalls 41Q 84. Shaxed Parking Required (Phase 2): 417 stalls Parking Suppiy (Phase 2): 470 stalls 305 165 Project Consistency with: General Plan: Yes Zoning: Yes Environmen#ai Assessmenh Negative Declaration BACKGROUND: The Planning Comrnission reviewed the project on May 27, 20Q8 and took public testirnony {Exhibit A}. Over 1,500 hearing notices were inailed to property owners within a 1/~ mile radius of the project boundaxies. The Commission received emailed (through staf~ or verbal testimony from six residents. The Commissioners discussed numerous project topics and came to a general agreement on a number of them. On other topics, viewpoints were discussed, but a majority opini4n did nof seem to develop. ~ DISCUSSION: Development Phasing: The applicant has proposed a phasing of his project with the hotel to be built immediately and the mixed use buitding to be constructed at~ an indefinite later time when the retail financing climate has improved and the applicant secures a suitable commercial tenant(s}. The fixst phase hotel has been designed to stand alone from a site planning standpoint. A majority of the Commissioners supported a phased project. Subdivisio~/Condominium Plan.: The applicant has proposed fo s~bdivide the property in order to purchase the parcel on which development is proposed. Ms. Ngo stated that the condominium subdivision plan was needed to sepaxate the financing of the hotel project from the rnixed use building and the hotel Iendex wanted to see the hotel project on a separate legal lot(s}. A majority of the Commissioners favored the two lot division of the property, but opposed the fixrther subdivision into four commercial condominium units. The Commissioners believe this condominiurn subdivision would preclude all future redevelopment opporturuties on this property, which would not be in the best interesfs o£ the City. ~ 6-51 Use Pexrnit, ASA, Tentatrve Map, Exception, Tree Removal for 21~05 Stevens Czeek Blvd U-2007-04, ASA-2(}07-06, TM-20Q7-Q9, EXC-2008-07, TR-200$-02 june 10, 2008 Page 3 of 6 Hotel Design and Suilding Finishes: A majority of the Commissioners wanted an enhanced hotel design. The comments focused on the need for more detailing, beiter building finishes, reduce the perceived massing on the west elevation (Highway 85 side) and refer the design to City Architect Larry Cannon. Mr. Cannon had previously reviewed an earlier development plan and his comments were focused on the site planning issues, not the building design. Mr. Cannon has reviewed the plans and emailed his recommendations to staff (Exhibit B-1). His recommendations include better design integration with the rest of the shopping center by using a clay tile on all roofs to ma#ch the shopping center buildings. Creating a more interesting building by defining its top with extended eaves and eave bxackets on all roofs, and by defining its bottom, by extending the brick base all around the building. A fixrther enhancement fio separate the top from the bottom is a diffexently colored (darker) lower floors. Better building relief would be created by insetting all of the windows and adding baicony grilles and awnings that project from the wall surfaces. The City Architect included several photos of newer Marriott Residence Inns in his comments. There was insufficient tixne for the applicant to make revisions to the plans and obtain approval from the hotel chain, so the design changes have been conditioned in the resolution subject to Planning Commission and City Council approvai. Mary Avenue Parking and Txaffic: There was no majarity viewpoint on the conversion of 48 Mary Avenue street parking stalls to Iandscaping. Qne Commissioner was okay with the conversion, another was not in favor of the street parking Ioss, and another wanted to reduce the parking loss by not allowing street landscaping near the sports court and swirnming pool. Staff is concerned with the visual mass of the hotel from Mary Avenue and str~ongly recommend an enhanced setback from the curb and a significant, iandscaped (frees) element, regardless of whether fihat setback is achieved on the property by shi#ting or redesigning the structure, or by moving the curbl.ine of the street. Some other ideas have surfaced that the Commission may wish to consider: • Delete the street Iandscaping next to the swimming pool and sports hal£-court. ~ This is not needed to visually setback the hatel project and wil1 save approximately 12 street parking stalls. This solution has been incorporated into the model resolutions. The conversion of 36 parking stalls instead of 48 stalls may be more acceptable to Cozrunission. ~ Shift the hote120 feet forward (south). With some redesign, the hotel will have a visually adequate xeax setback and the Mary Avenue parking space conversion to 6-52 Use Permit, ASA, Tentat~. e Map, Exception, Tree Rernoval for 21~~5 Stevens Creek Blvd ~ U-2007-04, ASA-20Q7-Q6, TM-2007-09, EXC-200$-07, TR-20Q8-~2 June 10, 2(}OS ~ . Pa e 4 of 6 Iandscaping will not be needed. This shift will reduce the phase 2 building pad and resultant building size. ' • To offset the loss of street parking, require the properfy owner to share an equivaient number of private on-site parking stalls on those days when there are festivals at Mernorial Park. The Commission questioned whether the parking loss could be compensated by the creation of diagonal parking on the north side o£ Mary Avenue, in lieu of the existing parailel parking. Pubiic Works staff was consulted on the question and indicated there was probably adequate right-of-way width to accommodate the change, but ifi was not a desirable alternative. Public Works is expecting a significant increase in bicycle traffic once the Mary Avenue Bicycle/Ped Bridge is open and diagonal parking does not function well with higher bicyclisf flows. It may be possible to add more paxallel parking along Mary Avenue. One commissioner had a question about the "No U-turn" prohibition on westbound Stevens Creek Boulevard at Bubb Road. According to Public Works the prohibition was added to cxeate additional traffic capacity for righfi turn movements from Bubb Road to Stevens Creek Boulevard. In this location there is a high demand for traffic capacity between the West Valley Tndustrial Park and the Highway 85 on-ramps. Motorists have the ability to make U-turns at the west end of the Highway $5 bridge before reaching Bubb Road. Heart of Ehe City Specific Plan Side SeEback Exception ~ AIl of the Commissioners were okay with a 15-foot side setback for the hotel and mixed use building on the west (Highway 85) side of the property. An approval resolution is in the report. Location of the Heart of fhe Cify Landscape Improvements on Stevens Creek Baulevard: There did not seem to be a majority opinion on the extent of the Sfevens Creek Boulevard land.scape ixnprovements as required by the Hea.xt of the City Specific Plan. Two Commissioners €avored shifting the improvernent work between the t:wo driveways, instead of the segment nearest Mary Avenue. Staff has conditioned the approval providing a full street improvement as reqtxired by the Heart of the City Specific Plan between Mary Avenue and the westerly driveway. A schematic of the improvernent will be provided at ~he hearing. Highway 85 Bridge Improvements: The Cornmissioners had mixed feelings abou# this suggested development condition that would require the applicant to contribute funds toward the improvement of the abutting Stevens Creek Boulevard bri.dge that crosses over Highway 85. The recommended $100,OOQ contribution would provide seed money for enhanced 6-53 Use Permit, ASA, Tentai:. e Map, Exception, Tree Removal for 21~.,5 Stevens Creek Blvd U-2007-04, ASA-2007-Q6, TM-2007-09, EXC-2008-07, TR-2008-02 june 10, 2008 Pa~e 5 of 6 pedestrian improvements, such as, safety railings, lights, bicycle lanes, etc. on the bridge. Some Commissioners did not see a nexus, another wanted to see pedestrian improvements and others noted that coniribu~ions were required of three other developers for dif#erent bridges (Ste~.ling Road Bridge over Highway 28Q and De Anza Blvd. Bridge over Highway 280} and the amount was debatable. A condition was added ta the use peimit and A.SA resolutions and should be reviewed and discussed by the Commission. Tree Removal: There was a consensus among the Cammissioners to recommend approval of the tree removal request provided that native trees are substituted for the proposed ornamental replacement trees to the extent possible and two field-grown oaks are planted on the property ta replace two previous specimen oak free removals allowed by the City. Sustainable Building Practices: Comnussioners had different ideas on how sustainable building practices should be implemented by this project. Since the City is still formulating ~ a strategy for sustainability, staff feels it would be best to require the applicant to achieve a LEED Silver certification for the buildings and let the applicant decide which practices to implement to achieve that standing. ~ General Plan Development Allocation: The Commissioners had mixed feelings about recoxnmending a discounted commercial developmen# allocation for the hotel portion of the project. The General Plan recognizes the wide dispaxity in peak hour traffic generation by hotels (0.4 trips/room) versus general commercial (2.b trips/1,000 square feet) and thus treats these commercial uses dif#erently in the developrnent allocation tables. T'he 61,822 square-foot,122-roorn hotel generates as much peak hour traffic as 18,770 square feet of general commercial space. Presently, the General Plan assigns a hotel development allocation only to the Vallco Planning Area (Cupertino Square), which cannot be transferred away because o€ the existing development agreement. Staff recommend.s a discounted development allocation for just the hotel (18,77Q square feet). The hotel cannot be converted in the future to a more traffic-intensive commercial use without use permit approval, at which time the Coznmission can deduct an additional allocation for any infensification. Reduction in Allowed Number of Restaurant Seats in the Shopping Center: The Commissioners should confirrn that they are agreeable with reducing the maximum allvwable restauranfi seating at fihe shopping center from 800 seats to 500 seats as articulated i.n the 1986 master use permit for the shopping center (Exhibit G1). The completion of the second phase would provide for a 165-car underground garage 6-54 Use Permit, ASA, Tenta~~ a Map, Exception, Tree Removal fox 21~..,~ Stevens Creek Blvd U-2007-Q4, ASA-2007-06, TM-20~7-09, EXC-2008-07, TR-2008-02 June 1 Q, 2008 Pa~e 6 of 6 that the applicant has stated wouid be unavailable to the customers and employees o# the rest of the shopping center. Currently, the shopping center has 310 restaurant seats. Any new restaurants located in the mixed-use building should have access to the paxking spaces in the garage. Public Cornments: Four residents spoke at the May 27~ meeting. One resident fihought the buildings were too massive for the area and was concerned with the loss of the view of the mountains from Mary Avenue. She supported pianting native trees and shrubs on the property. A second resident said the City shouldn t put people next to the freeways because of fihe increased air pollution levels from vehicles, which increases the chances for health problems. A third resident said the site was overbuilt and the hotel needed a Iot of reciesign work. Additional -traffic was a concern, especially with the growth of enrollment at De Anza Callege. Anather resident supported the proJect and fihought it was good idea to demolish the vacant fiheater that is benefiting no one. The attached email message was received by sta.ff after the first hearing. (Exhibit D-1}. ENCLOSURES: Model Resolutions Exhibit A-1: Planning Commission sta~f report with attachments dated May 27, 2008 Exhibit B-1: City Architect HQtel Design Recommendations Exhibit G1: City Council Action Letter for file no. 20-U-86 Exhibit D-1: Emailed public comrnents Plan Set Subrnitted by: Colin Jung, Senior Planner Appraved by: Steve Piasecki, Director of Community Developme G: Planning/PDReport/pcUreports/2007ureports/ U-2007-04, ASA-2007-06, TM-2007-09, EXC-2008~-07, TR-2008-02 pc2.doc 6-55 U-2007=04 CITY OF CUPERT'INO 1Q300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. OF THE PLANNTNG COMMISSI~N 4F THE CITY OF CUPERTINO RECOMMENDING APPROVAL OF A USE PERMIT TO DEMOLISH A THEATER AND 2,430 SQUARE FEET OF COMMERCIAL BUILDING AND CONSTRUCT A 4- STORY, 122-ROOM HOTEL AND A 3-STORY, ~56,200 SQUARE-FOOT NIIXED USE RETAIL, COMMERCIAL OFFICE AND MEETING/CONFERENCE CENTER BUILDING 4VER AN UNDERGROUND PARKING PODIUM AND SITE IMPROVEMENTS AT AN EXISTING SHOPPING CENTER L~CATED AT 21265 STEVENS CREEK BOULEVARD SECTION I: FINDINGS WHEREAS, the Plaruung ~ommission of the City of Cupertino received an application for a Use Permit, as described in Section II of this Resolution; and WFiEREAS, the necessary public notices have been given in accordance with the Procedural Ordinance of the City of Cupertino, and the Plannu.zg Coxnmission has held one or more public hearings on this matter; and Wf-~EREAS, the applicanfi has met the burden of proof required to support said application; and has satisfied the following requirements: 1) The proposed use, at the proposed Iocation, will not be detrimmental or injurious ta property or improvements in the vicinity, and will not be detrimental to the pubiic health, safety, general welfare, or convenience; and Z) The proposed use will be Iocated and conducted in a manner in accord with the Cupertino Comprehensive General Plan and the purpose of the Conditional Us~ Permits Chapter of the Cupertino Municipal Code. 3) The proposed development is consistent wifih the Heart of the City Specific PIan, except for the 15-foot side building setback for which an exception is requested. NOW, THEREFORE, BE IT RF~SOLVED: That after careful consideration of maps, facts, e~chibits, testimony and ofher evidence submi#ted in this matter, the application for a Use Pexmit is hereby recommended for approval, subject to the ~onditions which are enumerated in this Resolution beginning on Page 2 thereof; and That the subconclusions upon which the findings and conditions specified in this resolution aze based and contained in the public hearing record cQncerning Application No. U-2007-04 as set f orth in the Minutes of the Planning Commission Meeting of May 6-56 Resotution No. U-2007-04 June 10, 2008 Page 2 27, 20Q8 and June 10, 2008, and are incorporated by reference as though fully set forth herein. SECTION II: PROTECT DESCRIl'TTON Applicahon No.: U-2007-04 ~ Applicant: Karen Ngo Location: 2T265 Stevens Creek Blvd. SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS The appxoval is based on Exhibits titled: "The Oaks Mixed -Use Project, Stevens Creek Bouievard, Cupertino, CA" consisting af 47 pages Iabeled pages DR-1 through DR-9, DR-2.1, DR-3.1, SD-1, SD-2, CS-1, A-1 through A-4, SHT 1, Phase 1: Gl through C-8, Phase 1: G1 through C-$, TM-1 through TM-4, Condo PIan: C-1 and C-2, C-3 Compliance C-1, L2 through L-5, EXB-1 and two colored renderings of the project, except as may be amended by the conditions contained in this resolution 2. DEVELOPMENT APPROVAL Approvai is gran#ed to construct a 4-story, 122-room hotel and a 3-story, 56,194 square-foot mixed use building over a paxking podium. For the 3-story, mixed- use build'zng the first and second floors shall be devoted to general cammercial uses as defined in the City's "CG" zoning district. The third floor shall be limited to meeting, banquet, party and conference uses, with late evening activities; subject to City use permit appxoval. All tenants and cus#omers of said buildings shall have access to parking spaces in the unclerground parlring podium. 3. DEVELOPMENT ALLOCATION The applicant shall recezve a Heart of the City Area commercial development allocation of 74,964 square feet that reflects the construction of a 122-room hotel and a 56,194 square-#oot mixed use building. The building area of the hotel, 61,822 square feet, has been discounted to 18,770 square feet of general comrnercial allocation based on a peak hour iraffic trip equivalency. 4. PROTECT PHASING For building permit puxposes, the applicant may phase the constxuction of the hotel, mixed-use building and their sife improvements in ttivo phases as described in the approved exhibits (see condition #1}, except as may be amended by the condztions contained in this resolution. . 6-57 Resolution No. U-2Q07 04 June 10, 2008 Page 3 5. BICYCLE PARKING ~ The applicant shall provide bicycle parking facilities fox the proposed development in accordance with the City's Parking Regulations under Chapter 19.1Q0 of the Cupertino Municipal Code. 6. LANDSCAPE PLAN , The applicant shall subrnit detailed landscape and irrigation plans to be reviewed and approved by the Dixector of Community Development prior to issuance of buiiding permits. The landscape plan shall provide the following: a. The landscape plan shall include water conservatiox~ and pesticide reduction measures in conformance wifh Chapter 14.15, Xeriscape Landscaping, and the pesticide control measures refexenced in Chapter 9.18, Stormwater Pollution Prevention and Watershed Protection, of the Cupertino Municipal Code. b. Full Heart of the City Specific PIan landscape and sidewalk (paver) irnprovements between Mary Avenue and the row of parking fronting on Stevens Creek Boulevard; and a modified Heart of the Ci#y landscape improvement along the parking row to the westerly driveway, consisting of a paver sidewalk and planting areas between the existing trees similax in design to the Stevens Creek Boulevard sidewalk design on the north side of the street east of Stelling Road. c. Native trees substituted for the proposed replacement trees where appropriate and feasible. The revised landscape plan_ shall include the Iocations of two field-grown native oak trees that will replace two Iarge specimen oaks that were previously removed due to hazardous conditions. d. Mary Avenue Iandscape improvements fronting the pool and haif spart court shall be deleted. Mary Avenue on-stxeet parking removai due to landscape ~ improvernents and driveway cuts shall be up to 36 parkittg stalls. Applicant shall be responsible for maintaining these Mary Avenue street trees. 7. MASTER USE PERMIT (FILE NO. 20-U-$6) MODIFICATION „_,._ OF CONDITION NO. 3 ' The conditions of approval of the master use permit for the Oaks Shopping . Center (file no. 20-U-$6) are incorporated by re#erence into this use permit. Condition #3 (Use Limitation} is hereby modified to reduce the maximum number o£ allowed restaurant seats from 800 to 500 to reflect the reduced shared parking supply proposed by this development application. 8. GREEN BUILDING At ~khe building permit stage, the applicant shall qualify the new building(s) to achieve a LEED Silver designation. 6-58 Resolution No. U-2007-04 June 1Q, 20(?8 Page 4 9. MAINTENANCE AGREEMENT The applicant shall record a maintenance agreement subject to the approval of the City Attorney for the maintenance of the shared driveways by the property owners of each of the lots. 10. DEMOLITION REQUIREMENTS AlI 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 will be recycled prior to issuance of final demolition permits. 11. NOTICE OF FEES, DEDICATIONS, RESERVATI~NS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requixements, reservation requirements, and other exactions, Pursuant to Government Code Section 6b020{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, puxsuant to Government Code Section 66020(a}, has begun. If you fait to file a protest within this 90-day period cornplying with all of the requirements of Section b6Q2Q, you wi11 be legally ~ barred from later challenging such~exaciions. 12. SUILDING MATERIALS AND ARCHITECTURE Applicant shall revise fihe hotel architectural plans to substantially comply with the re-design recommendations of City Architect, Larry Cannon, detailed in a May 30, 2008 email message to staff, and include: matching roof tiles; mortared roof ridges; inset windows (rninimum of 4 inches}; awnings; balconies; eave brackets; and masonry accents on major, first floor. building elements, inclucling the lobby entrance. Revised plans shall be reviewed and approved by the City Council with a recommendatian from the Planning Coirunission. 13. PEDESTRIAN IMPROVEMENTS FOR HIGHWAY 85 BRTDGE Applicant shall contribute $100,000 toward the improvement of the pedestrian connections on the abutting bridge crossing over Highway 85. Said funding shall help fixnd safety railings, pedestxian-scaled Iighting, permanently marked bicycle lanes, etc. on the bridge. 1.4. PUBLIC ART The applicant shall provide public art in accozdance with General Plan policy 2- 66. Public art sele~tion will be reviewed by the Fine Arts Commission. 6-59 Resolution No. U-2007-04 June 10, 2008 Page 5 SECTION iV: CONDITI~NS ADMINISTERED BY THE PUBLIC W4RKS DEPT. 15. STREET WIDENING Street widening and dedications shall be provided in accordance with City Standards and specifications and as required by the City Engineer. 16. CURB AND GUTTER IMPROVEMENTS Curbs and gutters, sidewalks and related structures shall be installed in accordance with grades and standards as specified by ~~Ehe City Engineer. 17. STREET LIGHTING INSTALLATION Street Iighting sha11 be installed and shall be as approved by the City Engineer. Lighting fixtures shall be positioned so as to preclude glare and other fonns of visual interference to adjouung properties, and shall be no higher than the maximum height permitted by the zone in which the site is located. 18. FIRE HYDRANT Fire hydrants shall be located as required by the City and Santa C].ara County Fire Department as needed. 19. GRADING Grading sha11 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. 20. DRAINAGE Drainage shall be provided to the satisfaction of the City Engineer. Pre- and post- development calculations must be provided to indicate whether additional storm water control measures are to be installed. Z~. UNDERGROUND UTILITIES The developer shall comply with the requirements of the Undexground Utilities Urdinance No. 331 and other related Ordinances and regulations of the City of Cupertino, and sha11 caordinate 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. 22. IMPROVEMENT AGREEMENT The project developex shall enter into a development agreement with the City of Cupertino providing for payment of fees, including but not Iimited to checking and inspection fees, storm drain fees, park dedication fees and fees for under s-so Resolution No. U-2007-04 june 1~, 2008 Page s grounding of utilities. Said agreement shall be executed prior to issuance of construction permits. Fees: a. Checking & Tnspection Fees: b. Grading Pexmit: c. Development Maintenance Deposit: d. Storm Drainage Fee: e. Power Cost: f. Map Checking Fees: $ 6% of Off-Site Improvement Cost or $3,540.00 minimtxm $ 6% of Site Improvement Cost or $2,060.00 minimum $ 2,OOQ.OQ ~ $ 2,092.79 ~ $3,515.00 g. Park Fees: N/A h. Street Tree By Developer *'r Based on the latest effective PG&E rate schedule approved by the PUC Bands: a. Faithful Performance Bond: 200°/a of Off-site and On-site Improvements b. Labor & Material Bond:100 % of Off-site and On site improvemenfi c. On-site Grading Bond:10Q% of site improvements. -The fees described above are imposed based upon the curxent fee schedule adopted by the City Council: However, the fees imposed herein may be rnodified 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 xeflect the then current fee schedule. 23. 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. 24. BEST MANAGEMENT PIZACTICES Utili~ze Best Management Practices (BMPs), as required by the State Water Resources Cont~ol Board, far construction~activity, which disturbs soil. BMP plans shall be included in grading and street improvement plans. s-s~ Resolution No, U-2007-04 June 10, 2008 Page 7 ' 25. DEDiCATION OF WATERLINES The applicant shall dedicate to the City alI waterlines and appurtances installed to City Standard~ and shall reach an agreement with San Jose Water for watex service to the subject development. 26. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDE~ CONSTRUCTIQN GENERAL PERMIT The applicant must obtain a Notice of Intent (NOI} from the State Water Resources Contral Board, 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. 27. AMENDED DEVELOPMENT BEST MANAGEMENT PRACTICES ~BMP) REQUIREMENTS The applicant must include the use and maintenance of site design, source control and storm water treatment BNIl''s, which must be designed per approved numeric sizing criteria. A Storm Water Management Plan, Storm Water Facilities Easernent Agreement, Storm Water Facilities Operation and Maintenance Agreement, and certification of ongoing operation and maintenance of treatmenfi BMP's are required. ~ 28. EROSION CONTROL PLAN The developer must provide an approved erosion control plan by a Registered Civil Engineer. This plan should include aIi erosion control measures used to retain materials on site. Erosion confrol notes shall be stated on the plans. 29. TRAFFIC SIGNAL IMPROVEMENTS The developer shall inst~ll traffic signai improvements at the Stevens Creek Blvd/Mary intersection. The improvements include installing new pedestrian signal heads, pedestrian push buttons, emergency vehicle pre-emption equipmenfi, repainting traffic signal heads and installing new poles, framework and signal heads on the east median and the southwest corner. The eastbaund left-turn pocket shall be lengthened as di.rected by the City Engineer. 30. TRAFFIC CONTROL PLAN The developer must submit a traffic control pIan by a Registered Traffic Engineer #o 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 {MLTTCD) standards far all signage and striping work throughout the City. s-sz Resolution No. U-2007-04 June 10, 2008 Page 8 31. TRASH ENCLOSURES The trash enclosuxe plan shall be designed to the sati.sfactian of the Environmental Programs Manager. 32. REFUSE TRUCK ACCESS The developer must obtain clearance from the Environmental Programs Manager in regards to refuse truck access for the proposed development. CITY ENGINEER'S CERTIFICATE OF ACCEPTANCE OF ENGINEERING/SURVEYING CONDITIONS (Section 66474.18 of the California Government Cod~e} I hereby certify that the engineering and surveying conclitions specified in Section IV. Of this resolution conform to generally accepted engineering practices /s/Ralph Qualls Ralph Qualls, Director of Public Works City Engineer CA License 22046 PASSED AND ADOPTED thi.s 10~ day of June 2008, at a Regular Meeting of the Planning Cornmission of the City of Cupertino, State of California, by the followitng roll call vote: ~ AYES: COMMISSIONERS: NOES: COMMISSIONERS: ABSTAIN: COMMISSIONERS: ABSENT: C~MMISSIONERS: ATTEST: Steve Piasecki, Director Community Developrnent Department APPROVED: Marty Miller, Chair Planning Commission G:1PlanniirglPDREPOR7lRES120071 U-2007-04 res.doc 6-63 ASA-2007-06 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO REC~MMENDING APPR4VAL OF AN ARCHITECTURAL AND SITE APPROVAL TO CONSTRUCT A 4-STORY,122-ROOM HOTBL, AND A 3-STORY, 56,194 SQUARE- FOOT MIXED USE RETAIL/COMMERCIAL OFFICE/MEETING & CONFERENCE CENTER BUILDIN G OVER AN UNDERGROUND PARKING PODIUM AND SITE IMPROVEMENTS AT AN EXISTTNG SHOPPING CENTER LOCATED AT 21265 STEVENS CREEK BOULEVARD {OAKS SHOPPING CENTER) SECTION I: FINDINGS WHEREAS, the Planrung Commission of the City of Cupex~ino received an application for an Architectural and Site Approval, as described in Section II of this Resolution; and WHEREAS, the necessary public notices have been given in accordance with the Procedural Ordinance of the Cify of Cupertino, and the Planning Commission has held one or more public hearings on this matter; and W~-IEREAS, fhe applicant has rnet the burden of proof xequired to support said application; and has satisfied the following requirements: 1) The proposed use, at the proposed location, will not be detrzmental or injurious to property or improvements in the vicinity, and will nofi be detrimental to the public health, safety, general welfare, or convenience; and 2} The proposed use will be Iocated and conducted in a manner in accord with the Cupertino Comprehensive General Plan and the purpose of the Architectural and Site Review Chapter of the Cupertino Municipal Code; and 3) The pxoposed development 'is essentially consisterit with fhe Heart of the City Specific Plan, except for the exception request for a 15-foot sideyard setback from the westerly property 1ine. NOW, THEREF~RE, BE IT RFSOLVED: That after careful consideration of maps, facts, exhibits, testixnony and other evidence submitted in this matter, the application £or Axchitectural and Site Approval is hereby approved, subject to the ~onditions ,c~vhich are enumerated in this Resolution beginning on Page 2 thereof; 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 IVo. ASA-2007-Ob as set forth in the Minutes of the Planning Commission Meeting of May 27, 2Q08 and June 10, 2008, and are incorporated by re#erence as though fully set forth herein. s-sa Resolution No. ASA-20Q7-06 June 10, 200$ Page 2 SECTION II: PROTECT DESCRIPTION Application No.: ASA-2(~7-06 Applicant: Karen Ngo Location: 21265 Stevens Creek Blvd. SECTION III: CONDITIONS ADMIIVIS'TERED BY TI~ C~MMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS The approval is based on E~cliibits titleci: "The Oaks Mixed -Use Project, Sfevens Creek Boulevard, Cupertino, CA" consisting of 47 pages labeled pages DR-1 through DR-9, DR-2.1, DR-3.1, SD-1, SD-2, CS-1, A-1 thxough A-4, SHT 1, Phase 1: C-1 through C-8, Phase 1: C-1 through C-8, TM-1 through TM-4, Condo Plan: C-1 and C-2, C-3 Compliance C-1, LI through L-5, EXB-1 and ttivo colored renderings of the projecf, except as may be amended by the conditians contained in this resoltztion. 2. DEVELOPMENT APPROVAL Approval is granted to constxuct a 4-story, 122-room hotel and a 3-story, 56,194 square-foot mixed use building over a parking podium. For the 3-story, mixed- use building the first and second floors shall be devoted to general commercial uses as defined in the City's "CG" zoning district. The third Iloor shall be Iimited to meeting, banquet, party and conference uses, with Iate evening activities, subject to City use permit approval. All tenants and customers of said buildings shall have access to parking spaces in the underground parking podium. 3. DEVELOPMENT ALLOCATION The applicant sha11 receive a Heart of fihe City Area cornmercial development allocation o# 74,964 square feet that reflects fihe construction of a 122-room hotel and a 56,1.94 square-foot mixed use builcling. The building area of the hotel, ~ 61,822 square feet, has been discounted to 18,770 square feef of general commercial allocation based on a peak hour traffic irip equivalency. 4. PROTECT PHASING For building permit purposes, the applicant may phase the construction of the hotel, mixed-use building and their site improvements in fwo phases as described in the approved exhibits (see condition #1), except as may be amended by the conditions contained in thi.s resolution. 5. BICYCLE PARKING The applicant shall provide bicycle parking facilities for the pxoposed development in accardance with the City's Paxking Regulations under Chapter 19.100 of the Cupertina Municipal Code. - 6-65 Resolution No. ASA-2Q07-06 June 10, 2Q(?8 Page 3 6. LANDSCAPE PLAN ~ 'The applicant shall submit detailed landscape and irrigation plans to be reviewed and approved by the Director of Community Development prior to issuance of building permits. T'he Iandscape pian shall provide the following: 1. The landsCape plan shall include water conservation and pesticide reduction measures in conformance with Chapter 14.15, Xeriscape Landscaping, and the pesticide control measures referenced in Chapter 9.18, Stormwater Pollution Prevention and Watershed Protection, of the Cupertino Municipal Code. 2. Fuli Heart of the City Specific Plan landscape and sidewallc (paver) improvements between Mary Avenue and the row of parking fronting on Stevens Creek Boulevard; and a modified Heart of the City Iandscape improvement along the parking row to the westerly driveway, consisting of a paver sidewalk and planting areas bettiveen the existing trees similar in design to the Stevens Creek Boulevard sidewalk ~design on the north side o£ the street east o£ Stelling Road. 3. Native trees substituted for the proposed replacement trees where appropriate and feasible. The revised landscape plan sha11, include the locations of two field-grown native oak trees that will replace two large specimen oaks that were previously removed due to hazardous conditions. 4. Mary Avenue landscape improvements fronting the pooi and half sport court shall be deleted. Mary Avenue on-street parking removal due to landscape improvements and driveway cuts shall be up to 36 parking stalls. Applicant shall be responsible for maintaining these Mary Avenue street trees. 7. MASTER USE PERMTT (FILE N~. 20-U-86) MODIFICATION OF CONDITION N0. 3 The conditions of approval of the master use permit for the Oaks Shopping Center (file no. 20-U-86} are incorporated by reference into this use permit. Condition #3 (Use Limitation) is hereby modified to reduce the maacimum ~ numbex o:E allowed restaurant seats from 800 to 500 to reflect the reduced shared paxking supply proposed by this development application. S. GREEN BUILDING At the building perxnit stage, the applicant shall qualify the new building(s) to achieve a L,EED Silver designation. 9. MAINTENANCE AGREEMENT The applicant shall record a maintenance agreement subject to the approval of the Ci#y Attorney for the maintenance of the shared driveways by the property owners of each of the lots. s-ss Resolution No. ASA-2007-Ob June 10, 2008 Page 4 10. DEMOLITION REQi7IREMENTS All dernolished building and site materials shail be recycled to the maxunum extent feasible subject to the Building Officiai. The applicant shall provide evidence that materials wi1l be recycled prior to issuance o£ final demolition pexmits. 11. NOTICE OF FEES, DEDICATIONS, RESERVATI~NS OR OTHER EXACTIONS The Conditions of Project Appxoval set forth herein rnay inc~ude certain fees, dedication requixements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) {1}, these Conditions cons~itute written notice of a statement of the amount of such fees, and a description of the dedications, xeserva~ions, 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 Governmenfi Code Section 6b020{a), has' begun. I€ you fail to file a protest within this 90-day period complying with all of the requirements of Section 6b020, you will be Iegally barred from Iater challenging such exactions. 12. BUILDING MATERIALS AND ARCHTTECTURE App3icarit sha11 revise the hotel architectural plans to substantially comply with the re-design recommendations of City Architect, Larry Cannon, detailed in a May 30, 2008 email message to staff, and include: matching roof tiles; mortared roflf ridges; inset windows (minirnum of 4 inches); awnings; balconies; eave brackets; and masonry accents on major, first flaor building elements, including the lobby entrance. Revised plans shall be reviewed and approved by the City Council with a recomrnendation from~the Planning Commission. 13. PEDESTRIAN IMPROVEMENTS FOR HIGHWAY 85 BRIDGE Applicant shall contribute $100,000 towa~rd the improvernent of the pedestrian connections ~on the abutting bridge crossing over Highway 85. Said funding shall help fund safety railings, pedestrian-scaled li.ghfi.ng, permanently marked bicycle lanes, etc. on the bridge. 14. PUBLIC ART The applicant shall provide public art in accordance with General Plan poiicy 2- 66. Public arf selection will be reviewed by ~he Fine Arts Commission. SECTION N: CONDITIONS ADMINISTERED BY T~-IE PUBL.TC WORKS DEPT'. 15. STREET WIDENING Street widening and dedications shall . be provided in accordance with City Standards and specifications and as required by the City Engineer. s-s~ Resolution No. ASA-2007-06 June 10, 2008 Page 5 16. CURB AND GUTTER IMPROVEMENTS Curbs and gutters, sidewalks and related structures shall be installed in accordance with grades and standaxds as specified by the City Engineex. 17. STREET LIGHTING INSTALLATIQN Street lighting shall be installed and shall be as approved by the City Engineer. Lighting fixtures shatl 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 perzxutted by the zone in which the site is located. 18. FIRE HYDRANT Fire hydrants shall be located as required by the City and Santa Clara County Fire Department as needed. 19. GRADING Grading shall be as approved and xequired by the City Engineer in accordance wzth 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. 20. DRAXNAGE Drainage shall be provided to the satisfaction of the City Engineer. Pre- and post- development calculations must be provided to indicate whether addifional stoxm water cantrol measures are to be installed. 21. UNDERGROUND UTILITIES The deveioper shall comply with the requirements of the Underground Utilities ~rdinance No. 331 and other related Ordinances and regulations of the City of Cupertino, and shall coordinate with affecfed utility providers for installatian of underground uti~ity devices. The developer shall submit defiailed plans showing utility underground provisions. Said plans shall be subject to prior approval of the affected Utility provider and fhe City Engineer. 22. IMPROVEMENT AGREEMENT The project developer shall enter into a development agreement with the City o£ Cupertino providzng for payment of fees, including but not Iimited to checking and inspection fees, storm dxain fees, paxk dedication fees and fees for under grounding of utilities. Said agxeement shall be executed prior to issuance of construction permits. Fees: a. Checking & Inspection Fees: $ 6% of Off-Site Improvement Cost or $3,54Q.Q0 minim~ s-ss Resolution No. ASA-2007-06 June 20, 2008 Page 6 b. Grading Permit: c. Developrnent Maintenance Deposit: d. Stoxm Drainage Fee: e. Power Cost: $ 6% of Site Improvement Cost or $2,060.Q0 minimum $ 2,000.00 $ 2,092.79 ~ ' f. Map Checking Fees: $3,515.00 g. Park Fees: N/A h. Street Tree By Developer *'r Based on the latest effective PG&E rate schedule approved by the PUC Bands: a. Faithful Performance Bond: 100% of Off-site and On-site Improvements b. Labor & Material Bond:10Q% of Off-site and On-site Irnprovement c. On-site Grading Bond:100% of site improvements. -The fees described above are imposed based upon fihe current fee scheduie adopted by the City Councii. However, the fees imposed herein ma.y be modified at the time of recordation of a final map or issuance af a building permit in the event of said change or changes, the fees changed at that fime will reflect the then current fee schedule. 23. TRANSFORMERS Electrical transformers, telephone vaults and siznilar 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. 24. BEST MANAGEMENT PRACTICES Utilize Best Management Practices (BMPs}, as required by the State Water Resources Control Board, for construction activity, which disturbs soil. BMI' plans shall be included in grading and street improvement plans. 25. DEDICATION OF WATERLINES The applicant shall dedicate to the City all waterlines and appurtances installed to City Standard.s and shall reach an agreement with San jose Water for water service tQ the subject development. 6-69 Resolution No. ASA-2007-06 June 10, 2008 Page 7 26. NATIONAL POLLUTANT DISCH.ARGE ELIMINATION SYSTEM (NPDES} CONSTRUCTION GENERAL PERMIT The applicanfi must obtain a Notice of Intent (NOI} from the State Water Resources Control Board, 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. 27. AMENDED DEVELOPMENT BEST MANAGEMENT PRACTTCES (BMP) REQUIREMENTS The applicant must include the use and maintenance of site design, source coniYOl and storm water treatment BMP's, which must be designed per approved numexic sizing criteria. A Storm Water Managemenf Plan, Storm Water Facilities Easernent Agreement, Storm Water Facilities Operation and Maintenance Agreement, and certification of ongoing operation and maintenance of treatrnent BNIl''s are required. 28. EROSION CONTROL PLAN The developer must provide an approved erosion control plan by a Registered Civil Engineer. This plan should include alI erosion control measures used to re#ain materials on site. Erosion control nofes shall be stated on the plans. 29. TRAFFIC SIGNAL IMPROVEMENTS The developer shall install traf#ic signal improvements at the Stevens Creek Blvd/Mary intersection. The improvements include installing new pedestrian signal heads, pedestrian push buttons, emergency vehicle pre-ernption equipment, repainting traffic signal heads and installing new poles, framework and signal heads on the east median and the southwest corr-er. The eastbound left-turn pocket shall be Iengthened as directed by the City Engineer. 3Q. TRAFFIC CONTROL PLAN The developer rnust 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. T'he City has adopted Manual. on Uniform Traffic Conixol Devices (MUTCD) standards for all signage an.d striping work throughout the City. . 31. TRASH ENCLOSURES The trash enclosure pian shall be designed to the satisfaction of the Environmental Programs Manager. s-~o Resolution No. ASA-2007-06 June 1Q, 2008 Page S 32. REFUSE TRUCK ACCESS The developer must obtain clearance from th.e Environmental Pxograms Manager in regards to refuse truck access for the proposed development. CITY ENGINEER'S CERTIFICATE OF ACCEPTANCE OF ENGTNEERING/SURVEYING CONDITIONS (Section 66474.18 of the California Government Code) I hereby certify that the engineering and surveying conditions specified in Section IV. Of this resolution conform to generally accepfied engineering practices /s/Ralph Qualls Ralph Qualls, Direc#or of Public Warks City Engineer CA License 22046 PASSED AND ADOPTED this 10th day of June 2008, at a Regular Meeting of the Planning Commission of the City of Cupertino, State of California, by the following roll call vote: AYES: COMMISSTONERS: 1VOES: COMMISSIONERS: ABSTAIN: COMMISSIQNERS: ABSENT: COMMISSTONERS: AT'TF.ST: Steve Piasecki, Director Community Development Department APPROVED: Marty Miller, Chair Planning Coxnmission G: lPlanninglPDREPOR71RES120071ASt1-2007-06 res.doc 6-71 EXC-2008-Q7 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. OF THE PLANIVING COMMISSTON ~F THE CITY OF CUPERTINO RECOMMENDING APPRUVAL OF AN EXCEPTION T~ THE HEART OF THE CITY SPECIFIC PLAN FOR A 15-FOOT SIDE YARD SETBACK ON A HOTEL AND MIXED USE BUILDING AT 21265 STEVENS CREEK BOULEVARD SEC'TION I: PROTECT DESCRIPTION Applica~ion No.: EXC-2008-07 Applicant: Karen Ngo Location: 21265 Stevens Creek Boulevard SECTION II: FINDINGS WHEREAS, the Planning Commission of the City of Cupertino received an application for a setback exception to the Heart o# the City Specific Plan, as described in this ResoluHon; and WHEREAS, the Planning Comrnission #inds the foll:owing with regards to thi.s applica~ion: ~ a} That the literal enforcement of the provisions of this chapter will result in restrictions inconsistent with the spirit and intent of this title; b) That the granting of the exception will not be injurious to property or improvements in the area nor be detrirnental to the pubic safety, health and welfare; and c) That the exception ta be granted is one that will requzre the least modification and the minimum variance to accomplish this purpose; and d) That .the proposed exception will not result in significant impacts to neighboring properties. NOW, THEREFORE, BE IT RFxSOLVED: That aftex careful considera#ion of maps, facts, exhibits, testimony and other evidence submitted in this matter, the exception to the Heart of the City Specific Plan setback regulation is hereby recommended for approval subject to the conditions which are enumerated in this Resolutian; and s-~2 Resolution No. Page 2 EXG2008-07 June 10, 2008 That the subconclusions upon which the findings and conditions specified in this Resolution are based and contained in tlie Public Heaxing record concerning Application EXC-20Q8-07, as set forth in the Minutes of fihe Plaruling Commission Meeting of June 1Q, 2008 and are incorporated by reference herein. SECTION III: CONDITIONS ADMINISTERED BY THE C~MMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS The approval is based on Exhibits titled: "The Oaks Mixed -Use Project, Stevens Creek Boulevard, Cupertino, CA" consisting of 47 pages labeled pages DR-1 through DR-9, DR-2.1, DR-3.1, SD-2, SD-2, CS-1, A-1 through A-4, SHT 1, Phase 1: C-1 through C-8, Phase 1: C-1 through C-8, TM-1 through TM-4, Condo Plan: C-1 and C-2, C-3 Cornpliance C-1, L1 through L-5, and fwo colored renderings of the project, except as may be amended by the Conditions contained in this Resolufiion. 2. HEART OF THE CITY SETBACK EXCEP'TIQN Approval is granted for a side yard setback exception from the Heart of the City Specific Plan requirements to allow the proposed hotel and mixed use building to have a minimum 15 foot setback frorn the westerly pxoperty line. 3. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS ~ The Conditions of Project Approval set forth herein may include certain fees, dedication requirernents, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) {1), these Conclitions constitute written notice of a statement o# the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 9{l-day approval period in which you rnay 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 wilI be legally barred from later challenging such exactions. 6-73 Resolution No. ~ EXG2flQ8-0'7 T'une 1fl~ z~~ Page 3 PASSED AND ADOPTED this 10th day of June 2008, at a Regular Meeting of the Planning Commission of the City of Cupertino by the following roll call vote: AYFS: COMMISSI~NERS: NOES: COMMISSIDNERS: ABSTAIN: COMMISSIONERS: ABSENT; COMI~RSSIONERS: ATTEST: Steve Piasecki Director of Community Development G:CupNT/Planning/Pdreport/Res/2~08/EXG2008-07.doc APPROVED: Marty 1Viiller, Chaix Planning Commission 6-74 TM-2007-09 CI'TY OF CUPERTINO 1030d Torre Avenue Cuperfifiinno, Californza ~95014 RESOLUT'ION NO OF THE PLANNING COMMISSION OF THE CITY OF CUPERTINO RECOMMENDING: APPROVAL OF A TENTATIVE MAP TO SUBDIVIDE .AN 8.1 NET ACRE SITE INTO T'WO PARCELS, APPROXIMATELY 2.6 AND 5.5 ACRES IN SIZE, AND DENIAL ~F A CONDOMINIUM SUBDIVISION PLAN TO FURTHER SUBDIVIDE THE 2.b ACRE L~T INTO FOUR CONDOMINIUM UNTTS AND A COMMON AREA LOT. SECTION I: FINDINGS WHEREAS, the Planrung Cornmission o# fhe City of Cupertino received an application for a Tentative Parcel Map, as described in Section II o# this Resolution; and WHEREAS, the necessaxy public notices have been given in accordance with the Procedural Qrdinance of the Cify of Cupertino, and the Planning Commission has held ane ar more public hearings on this matter; and WHEREAS, the applicant has met the burden of proof required to support the two-1ot subdivision portion of said application; and has sa~fied the following requirements: 1) That the proposed two-Iot subdivision map is consistent with the City of Cupertino General Plan. 2) That the design and unprovements of the proposed two-lot subdivision are consistent with the Genexal Plan. - 3} That the site is physically suitable for the type and intensity of development contemplated under the approved subdivision. 4) That the design of the subdivision or the proposed improvemenfis is not likely to cause subsfantial environmental damage nor substantially and unavoidably inJure #ish and wi.Idlife or their habitat. 5} That the design of the two-lot subdivision or the type of improvements associated there is not likely to cause serious public health problems. 6) That the design of the subdivision and ifs associated improvements will not conflict with easernents acquired by the public at Iarge for access through or use of property within the proposed subdivision WHEREAS, the Commission does not support the further subdivision of Parcel 1(2.6 acres) into foux commercial condominium units and a common area parcel in thaf the condorninittm plan would likely hamper all future redevelopment opportunities on the properties that may be of interest to the Cif.y. 6-75 Resolution No ~ TM-2007-09 June 10, 2Q08 Page 2 m NOW, THEREFORE, BE IT RESOLVED: That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this matter, the application for Tentative Parcel Map is hereby paxtially recommended for approval, subject to the conditions which are enumerated in this Resolution beginning on Page 2 thereof; 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. TM-2007-Q9 as set forth in the Minutes of the Planning Commission Meeting of May 27, 2008 and June 10, 20Q8, and are incorporated by reference as though fixlly set forth herein. SECTiON II: PROJECT DESCRIPTION Application No.: TM-2Q07-09 Applicanfi/Owrter: Karen Ngo Locafion: 21265 Stevens Creek Boulevard SECTTON III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS The recomrnendation of approval is based on the Tentative Parcel Map titled: "Cupertino Oaks Tentative Map", consisting o# four sheets labeled TM-1 through TM-4, prepared by BKF Engineexs dated 4/14/O8. The phrase: "(FOR C4NDOMINIUM PURPOSES} is stricken from Sheet TM-2, except as may be modified by the conditions contained in this resolutian. Z. DEMOLI'TION REQUIREMENTS AlI demolished building and site materials shall be recycled to the maximum extent feasible subject to ~khe Building Of£icial. The applicant shall provide evidence that materials will be recycled prior to issuance of final demolition permits. 3. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth hexein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 6b020(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 66Q20(a), has begun. If you fail to file a protest ~within this 90-day period complying with alI of fhe requirements of Sectioz- 66020, you will be legally barred from later challenging such exactions. s-~s Resolution No TM-2007-09 June 1Q, 2Q08 Page 3 3. RECORDATION OF EASEMENTS . The applicant shall depict on the fina]. subdivision map to the satisfaction of the D'zrector of Community Development and the Directox of Public Works, easements for all shared utility Iines, and surface storm drainage, parking, waste collection and vehicular circulation that crosses property lines. 4. CONDOMINNM SUBDTVISION PLAN 'The condominium subdivision plan depicted in Condo Plan Sheets Iabeled C-1 and C-2 and referenced in Sheet TM-2 is not approved. SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT S. STREET WIDENING Street widening and dedications shall be provided in accordance with City Standards and specifications and as required by the City Engineer. 6. CURB AND GUTTER IMPROVEMENTS Curbs and gutters, sidewalks and related structures shall be installed in accordance with grades and standards as specified by the Ci~r Engineer. 7. STREET LIGHTING INSTALLATION Street lighting shall be installed and shall be as approved by the City Engineer. Lighti.ng fixtures shall be posztioned so as to preclude glare and other forms o# visual interference to adjoining properties, and shall be no higher ~ than the maximum height permitted by the zone in which the site is Io~ated. 8. FIIZE HYDRANT Fire hydrants shall be located as required by the City and Santa C1ara County Fire Departrnent as needed. 9. GRADING Grading shall be as approved and required by the City Engineer in accordance with Chapter 16.08 0£ the Cupertino Municipal Code. 401 Certifications and ~404 permits nnaybe required. Please contact Army Corp of Engineers and/or Regional Wa#er Quality ~Control Board as appropriate. 10. DRAINAGE Drainage shall be provided to the satisfac~ian of the City Engineer. Pre- and post- development calculations rnust be provided to indicate whefhex additional storm water control measures are to be installed. s-~~ Resolution No TM-2Q07-09 June 1Q, 2008 Page 4 11. UNDERGROUND UTILITIES The developer shall comply with the requirements of the Underground Utilities Ordinance No. 331 and other related fJrdinances and regulations of the City of Cupertino, and shall caordina#e with a#fected utility providers for in,stallation of underground utility devices. The developer shall submit detailed plans showing utility underground provisions. Said plans shall be subject to prior approval of fhe af#ected Utility provider and the City Engineer. 12. IMPROVEMENT AGREEMENT The project develaper shall enter into a development agreement with the City o# Cupertino provi.ding for payment of fees, including but not lixnited to checking and inspection fees, storrn drain fees, park dedication fees and fees fox under grounding of utilities. Said agreement shall be executed prior to issuance of construction permits. Fees: a. Checking & Inspection Fees: b. Grading Pexmit: c. Developrnent Maintenance Deposit d. 5torm Drainage Fee: e. Power Cost f. Map Checking Fees: $ 6% of Off-Site Improvement Cost or $3.540.00 minirnum $ b°~ of Site Irnprovement Cost or $2,060.00 minimum ~ 2,000.00 $ 2,092.79 ~ $3,515.00 g. Park Fees: N/A h. Streef Tree By Developer ** Based on the latest effective PG&E rate schedule approved by the PUC Bonds: a. Faithful Performance Bond: 100% of Off-site and On-site Improvements b. Labor & Material Bond:100% of Off-site and ~n-site Improvement c. ~n-site Grading Bond:10Q% 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 zn the event of said change or changes, the fees changed at tha# time will reflect the then current fee schedule. s-~s Resolution No TM-200'7-09 June Z0, 2QQ8 Page 5 13. TRANSFORMERS IIectrical transformers, telephone vaults and similar above ground equipment enclosures shall be screened with fencing and landscaping or Iocated undexground such that said equipment is not visible from public street areas. The transformer shall not be located zn the #rbnt or side building setback axea. 14. BEST MANAGEMENT PRACTICES Utilize Best Management Practi~es (BMPs), as required by the State Water Resources Control Board, for constxuction activity, which disturbs soil. BMP plans shall be included in grading and street improvement plans. 15. DEDICATTON OF WATERLINES The applicant shall dedicate to the City aIl waterlines and appurtances installed to City Standaxds and sha11 reach an agreement with San Jose Water for water service to the subject development. 1b. NPDES CONSTRUCTION GENERAL PERMIT The applicant must obtain a Notice of Intent (NOI) from the State Water Resources . Control Board, which encompasses preparation of a Storm Watex Pollution Prevention Plan (SWPPP), use of construction Best Management Practices (BMPs) to control storm water runoff quality, and BMP inspection and maintenance. ].7. AMENDED DEVELOPMENT BEST MANAGEMENT PRACTICES (SMP~ REQUIIZEMENTS The applicant must include the use and maintenance of site design, source conirol and storm water treatment BNII''s, whi.ch must be designed per approved numeric sizing criteria. A Stoxm Water Management Plan, Storm Water Facilities Easement Agreement, Storxn Water Facilities Operafion and Maintenance Agreement, and certification of ongoing operation and maintenance af freatment BMP's are required. 18. ER~SION 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 rnateriais on site. Erosion control notes shall be stated an the plans. 14. TRAFFIC SiGNAL IMPROVEMENTS . The developer ~hall install ira£fic signal improvernents at the Stevens Creek Blvd/Mary intersection The unprovements include installing new pedestrian signal heads, pedestrian push buttans, emergency vehicle pre-emption equipment, repainting txaffic signal heads and installzng new poles, framework and signal heads on ~Ehe east median and the southwest corner. The eas#bound left-turn pocket shall be Iengthened as directed by the City Engineer. s-~s Resolution No TM-20Q7-09 June 1Q, 2008 Page 6 20. TRAFFIC C~NTR4L 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 p1an for all vehicles used during construction. All traffic control signs must be reviewed and approved by the City prior to cornmencement of work. The City has adopted Manual on Unifoxm Traffic Control Devices (MUTCD} standards for all signage and stxiping work throughout the City. 21. TRASH ENCLOSURES The trash enclosure plan must be designed fio the satisfaction of the Environmental Programs Manager. 22. REFUSE TRUCK ACCESS The developer must obtain clearance from the Environmental Programs Manager in regards to refuse truck access for the propQsed development. CiTY ENGINEER'S CERTIFICATE QF ACCEPTANCE OF ENGINEERING/ SURVEYTNG C4NDIT'IONS (Section 66474.18 of the California Government Code) I hereby certify that the engineering and surveying conditions spe~ified in Section IV. Of this resolution conform to generally accepted engineexing practices /s/Ralph Qualls Ralph Qualls, Director of Public Works City Engineer CA License 22(?46 s-so Resolution No TM-2007-(?9 . June 10, 2008 Page 7 PASSED AND ADOPTED this 10~ day of June 20Q8, at a Regulax Meefing 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: Steve Piasecki, Director Community Development Departrnent APPROVED: Maxty Miller, Chair Planning Commission G: VPlanxinglPDReportlRes120071TM-2007-09.doc 6-81 TR-2008-02 CITY 4F CUPERTIND 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. OF THE PLAN~iING COMMISSI~N OF THE CITY OF CUPERTINO REC4MMENDING APPROVAL OF A TREE REMOVAL REQUEST TO REMOVE AND REPLACE APPROXIMATELY 47 TREES TO CONSTRUCT A HOTEL AND MYXED USE BUILDING AT 21265 STEVENS CREEK BOULEVARD SECTION I: PROTECT DESCRTPTION Application No.: TR-2008-02 Applicant: Karen Ngo Location: 21265 Stevens Creek Boulevard SECTION II: FINDINGS WHEREAS, the Planning Cornmission of the City of Cupertino received an application for the removal and replacement of about 47 trees in conjunction with the developmenfi of a hotel and mixed-use building; and WI~REAS, the 47 trees are part of an approved landscape plan, subject to Chapter 14.18 of the Municipai Code, pertaining to Heritage and Specimen Trees; and WHEREAS, the necessary public notices have been given in accordance with the Procedural ~rdinance of the City of Cupertino, and the Planning Conunissio~ has held one or more public hearings on this matter; and NOW, THEREFORE, BE IT RESOLVED: That after careful consideration o# maps, facts, e~cliibits, testimony and other evidence submitted in this matter, the application for tree removal is hereby recommended for approval; anc~ That the subconclusions upon ~uvhich the findings and conditions specified in this Resolution are based and contained in the Public Hearing record concerning Application TR-200$-Q2, as set forth in the Minutes of the Planning Commission Meeting of May 27, 2008 and June 10, 2008 are incorporated by reference herein. 6-82 Resolution No. TR-2008-02 June 10, 2008 Page 2 SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVAL ACTION The appli~ant is approved to remove a total o£ about 47 trees on site in accordance with the applicant's tree survey/removal plan identified as pages L-1 through L-5 dated either 4/15/08 or 4/17/08 in the approved plan set titled: " The Oaks Mixed- Use Project, Hyway 85 & Stevens Creek Blvd., Cupertino, CA", except as may be amended by the conditions of this Resolution. 2. TREE PROTECTION The Cl~y AXbOIISt's recommendations for site design and tree protection during project construction as articulated in -his Ju1y 24, 2007 report ti~led: " A Tree Inventory and Review of the Proposed Development at the Oaks Shopping Center 21265 Stevens Creek Boulevard, Cupertino, Califoxnia" shall be incorporafed in the building permit plan set and implemented during the course of demolition and construction of the project. S. . TREE PROTECTION BOND The applicant shall provide a tree pratection bond in the amount of $100,0U0 to ensuxe protection of trees slated for preservation prior to issuance of gracling, demolition or building permits. The bond shall be returned after completion of construction, subject to a letter from the City Arborist indicating fYiat the trees are in good condition. 4. TREE REPLACEMENTS The applicant shall prepare a revised Iandscape plan at the building permit stage, substituting native irees for the proposed xeplacement trees where appropriate and feasible. That revised landscape pIan shall include the locations of two field-grown native oak trees that will replace two large specimen oaks that were previously removed due to hazardous conditions. The revised plan shall be approved by the Director of Community Development. For any additional trees that are removed due to hazardous conditions or are considered dead, the applicant shall be required to replace these trees in accordance with the Protected Trees Ordinance. Species and size of replacement trees shall be reviewed and approved by tY-e Community Development Department. 5. TREE REPLACEMENT IN-LIEL3 FEE The applicant shall pay an in-lieu fee for any trees that cannot be replaced on site in accordance with the City's Protected Trees Ordinance. 6. NOTICE OF FEES, DEDICATiONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requixements, reservation requirements, and other exactions. Pursuant to Government Code Section 66Q20{d) (1), these Conclitions constitute written notice o~3 Resoiution No. TR-2008-02 June 10, 2008 Page 3 ---- a statement of the amount of such fees, and a description of the dedications, reservations, and other exactians. You are hereby f urther notified that the 90-day approval period in which you may protest these £ees, dedications, reservations, and other exactions, pursuant to Government Code Section 6602Q(a), has begun. If you fail to file a protest within this 90-day periad complying with all of the requirements of Section 66020, you will be legally barred £rom Iater challenging such exactions. PASSED AND ADOP'TED this 10th day of June 20~$, at a Regular Meeting of the Pianning Cammission of the City of Cuperfino by the following roll call vote: AYES: COMMISSIONERS: NOES: COMMISSIONERS: ABSTAIN: COMMISSIONERS: ABSENT: COMMISSIONERS: ATTEST: Steve Piasecki Director of Community Developrnent APPROVED: Marty Miller, Chair Cupertino Planning Commission G: `Plarrning `PDREPORT~ RES t 2007~ TR-2008-02res.dac 6-84 ~iR~~ ~ '~ ~ CITY OF CUPERTINO 10300 Torre Avenue, Cupertino, California 950J.4 . - - DEPARTMENT ~F COMMUNITY DEVELOPMENT REPORT FORM Application U-2QQ7-04, ASA-2007-Q6, TM-20U7-Q9, Agenda Date: May 27, 2008 EXC-20Q8-07, TR-2008-02, EA-2007-06 Applicant : Karen Ngo, Sand Hill Properties Owner: Modena Investment LP & Sunnyvale Holding LLC Property Location: 21265 Stevens Creek Boulevard {Qaks Shopping Center) APPLICATION SUMMARY: USE PERMIT and ARCHITECTURAL AND ~ITE APPROVAL (file nos. U-2007-Q4 and ASA-2007-Ofi) to demolish a theatex and 2,430 square feet of commerczal space and construct a 4-story, 122-room hotel; a 3-story, ~56,200 square-foot mixed use retail/office/conference center building over an underground parking podium and site improvements in two development phases at an existing shopping center. EXCEPTION (file no. EXC-2008-0~ to the Heart of the City Specific Plan to reduce one side yard setback to 15 feet for a proposed 4-story, 122-room hotel and a 3-story, 56,20Q square-foot mzxed use retail/office/conference center building at an existing shopping center. TENTATIVE MAP (TM-2007-09) to subdivide an $.1 net acre parcel into two parcels of 3.Q acres and 5.1 acres in size, with one parcel to be further subdivided into four commercial condominium units and a common area lot. TREE REMOVAL (TR-20Q$-02) request to remove and replace approximately 47 trees that are part of an approvecl landscape plan fox an existing shopping center. RECOMMENDATION: Staff recommends that the Planning Commission review the project, provide direction ta staff and continue the project for 3p days to give the applicant sufficient time to address City concerns including: 2) Mociify or elirninat~ the commercial condominium subdivision to address building/fire code issues; 2) Modify Iandscape and improvement plans to depicf Stevens Creek Boulevard Heart of the City Specific P1an laxtdscape improvernents or a satisfactory ~nodification; 3) IIiminate development phasing, and commit to building the two buildings at the same time, or shift hotel project to Stevens Creek Boulevard frontage; and 4) Re-refer architectv.ral plans to City Architect, Lariy Cannon, for recommendations to significantly enhance the architectural detailing and 6-85 Use Pernut, ASA, Tentati~ ._ ~vlap, Exception, Tree Removal for 212~:, Stevens Creek Blvd u-zoo~-o~, ASA-2007-06, ~-ZOO~-o9, ncc-2oos-o~, ~-2aos-oz May 27, 2008 Pa~e 2 of 8 ~ building finishes of the hotel to be comparable with the planned mixed-use building. Project Data: General Plan Designation: Commercial/Residential Specific Plan: Heart of the City Specific Plan . Zoning Designation: P- Stevens Creek Boulevard Conceptual Planned Development Zoning Acreage (Net): 8.1 acres Building Area: Existing Shopping Center: ~73,05b sq. ft. Demo Theater (I'hase 1): -15,263 sq. ft. Demo Comm'I Space (Phase 2): - 2,430 sq. ft. 122-Roorn Hotel (Phase 1}: 61,822 sq. ft. Mixed-Use Bldg. (Phase 2): 56,194 sq. ft. Building Heigh~ Max. Proposed Bldg. Height (Hotel) 44' 10" General Plan Maximurn Height is 45 feet Stories: Hofel: 4 stories; Mixed-Use Bldg: 3 stories Parlcing: Shared Parking Required (Phase 1}: 35b stalls Parking Supply (Phase 1): 494 stalls Shared Parking Required (Phase 2}: 417 stalls Parking Supply (Phase 2): 470 stalls on-grade garage podium 410 $4 3Q5 1b5 Zoning: Yes Project Consistency with: General Plan Yes Environrnental Assessment: Negative Declaradon BACKGROUND: STTE DESCRIPTIDN: The project site is Iocated on the west side of the Oaks Shopping Center where there is a parking lot, a vacant theater and an occupied commercial space. It is bordered on the west by the Highway 85 on-ramp, an apartment cornplex to the north across Mary Avenue, the shopping center to the east, and De Anza Comrnunity College to the south acxoss Stevens Creek Boulevard. ~ PROJECr DESC~oN: The applicant Karen Ngo, of Sand Hill Properties, is representing the property owner Modena Investment LP & Sunnyvale Holding LLC, the owners of the Oak Shopping Center. The project is split into two development phases by the applicant. The first phase invotves the demolition of the vacant theater building and the construction of a 122-room, 4-story hotel over a parking podium at the northwest corner of the property with some site improvements. s-es Use Permit, ASA, Tentati~ ~ ~Vlap, Exception, Tree Removal for 212L„ Stevens Creek Blvd U-20Q7-04, ASA-2007-06, TM-2007-09, EXC-20Q8-07, TR-2(?Q8-OZ May 27, 2Q08 ~ Pa~e 3 of 8 The second phase involves the demolition of a portion of a commercial building (2,430 square feet} and the development of a 3-story, mixed-use building with retail commercial uses on the ground floor, commercial office uses on the second floor and a conference center on the thixd £loor, over a parking podium at the southwest corner of the property. The applicant proposes to acquire the subdivided hotel lot and construct the hotel in Phase 1. Phase 2 would not be built un~il the retail environment improves sufficiently to make this building economically feasible. Site irnprovemenfis have been phased to ensure the continuity of the vehicular circulation and the adequacy of the parking facilifiies for the existing shopping center tenants and the proposed hotel between the first and second development phases. DISCUSSION: General P1an Developmen# Allocation There is no separate, dedicated allocation of hotel rooms in the "Heart of the Cify" commercial centex. Since the hotel is considexed a commercial use. The squaxe foofage can be allocated from the Heart of the City commercial alloca~ion. This aiso applies to the mixed-use building (refail commercial/commercial office/conference center), where all uses are comrnercial. The total net development allocation will be approxima.tely 100,323 square feet (subtracting the demolished building areas), Ieaving a general plan development allocation balance of 124,967 square feet. The Planning Commission may wish to consider a reduced commercial development allocation for the hotel since hotels generate far fewer peak hour trips than the sta.rtdard commercial building and are very unlikely to be converted to a more intensive use. The City Council took such an action in its approval of a new Public Storage facility, which was approved for an additional net new 101,363 square £eef of warehousing. The office/industrial development allocation assigned to the I'ublic Storage application was just 10,OQ0 square feet. Staff estimates the commercial allocation for a hotel project could be reduced to 18,770 square feet based on equivalent peak hour traffic generation. _ Traffic & Circulation: A transportation impact analysis was prepared for this project by Republic ITS under contract with the City (Exhibit A). The shxdy evaluated ai1 signalized intersections on Stevens Creek Boulevard between Bubb Road and Bandley Drive, and the intersections at N. Stelling Road and Greenleaf Drive, and S. Stelling Road and McClellan Road. The study took into aCCOUnt existing traffic levels, project traffic generation and traffic generatian from projects that have been approved but not built yet. s-s~ Use Permit, ASA, Tentati~., iviap, Exception, Tree Rexnoval for 212c;. Stevens Creek Blvd U-20Q7-04, ASA-2007-06, TM-20Q7-Q9, EXC-2008-07, TR-2008-02 May 27, 2008 ~ Page 4 of 8 The analyzed pxoject was slightly larger than the proposed project, so the results rnay be slightly overstated. The study found no significant impacts on freeway operations. All sti~died intersections continued fio operate at traffic level of service (LOS) D or better at peak hours, except Stevens Creek Boulevard and Stelling Rd., which was already at E+ LOS during the evening peak. The project contributed an insignificant degradation to the LOS of this intersection. The study identified one needed operational improvement to the street. The study recommended that the left turn pocket on Stevens Creek Boulevard at Mary Avenue be extended from 200 to 30Q feet with an increase in gxeen signal time for the turning movement. The Public Works Deparhnent identified parking lot circulation imprvvements that are proposed in the Phase 2 work. They include reconfigured or widen driveways and re- angled parking stalls. Parking. Since 1973, the City has allowed, through the use permit process, for the Oaks Shopping Center to function with a parking deficit o£ 93 spaces. Overflow of center parking has been a concern, but not an issue because of the shared parking lot, the mixture of commercial tenants with different peak parking demands, and the presence of convenient, on-street Mazy Avenue parking. In addition, a number of parking intensive uses were replaced with less parking intensive tenants (e.g. The Shane Company, a jewelry store, replaced the Pacific Fresh Restaurant). The applicant is pxoposing a parking plan of both below grade and surface parking stalls to rneet the full parking amount required by City ordinance under Tab1e 19.1~O.Q40-C, which takes into accounf the sharing of parking for mixed-use developments with common parking Iots. ~aks Center Development: Aggregated Parking Data* Phase Existing New Use Shared Total Parking Parking Demand Pazking Parking Supply , Supply Re t. Su 1 Gara e At Grade 1 288 stalls 122 otel 356 stalls 494 84 410 2 387 stalls+ 147 (mixed 417 stalls 470 165 3Q5 use * Empty fienant spaces are assumed to be parked at the general coznmercial xatio - one stall per 250 gross square feet . + Assumes hatel is built and occupied before Phase 2 commences. 6-88 Use Permit, ASA, Tenfiative Map, Exception, Tree Removal for 212ti., Stevens Creek Blvd . U-20Q7-04, ASA-2007-06, TM-2007-09, EXC-2008-07, TR-2008-02 May 27, 2008 ~~e 5 of $ Based on the data above, an oversupply o€138 parking spaces is proposed in Phase 1, which diminishes to 53 parking spaces at the end of Phase 2. Note that the plans show the conversion of about 48 on-stxeet Mary Avenue parking stalls to landscapzng or driveway cuts (See Street Improvement Discussion}. These spaces are no# needed by the pxoposed project. The conversion increases the building setback and landscaping from the curb, which significantly enhances the planned hotel developrnent. A1so, unlike the existing situation, where alI of the shopping center parking is available to all custamers and employees, the applicant is planning #o restrict the underground parking garage to employees and guests of the hotel and new mixed use building. Even though there is adequate parking for the uses, there will be less shared parking supply when peak parking demand fluctuates among the different uses. Staff feels it would be prudent to modify the shopping center use permit {file no. 20-U-86), condition no. 3 which allows the center to have a maximum of $00 restaurant seats without need #ox use permit review. Currently the shopping center has 31Q restaurant seats. Staff proposes dxopping the number to a maximum of 50p restaurant seats, which allows for cu.rrent businesses and growth. Subdivision: The applicant is proposing to subdivide the 8.1 acre property into two lots for the purposes of buying the hotel lat and developing the hotel immediately. This lot, Parcel 1, is proposed to be subdivided fizrther into four commerc'ial condominium lots and a common area parcel. The condominiunn plan provides for two above ~ound lots that would con£oxrn to the building envelopes of the hotel and mixed use building, and two underground lots that conform to the envelopes of the below-grade parking siructure. Staff has no issue with the twalot split, but the condomi.nium pIan as presented iniroduces building code/property line issues that render construction infeasible. The tentative map application needs to be continued to give the applicant time to rethink the subdivision concept and address building/fire code issues. Subdivision Easements: Where utility Iines, storm drainage, vehicular movements and parking cross proposed properiy lines, easements should be recorded. These needed easements are not shown on the tentative map. A condition will be placed in the tentative map resolution to record such easements on the final subdivision map after building/fire code issues are addressed. 6-89 Use Permit, ASA, Tentativ~ 1VIap, Exception, Tree Removal for 2220.: Stevens Creek Blvd U-2007-04, ASA-20Q7-06, TM-2Q07-09, EXC-2008-07, TR-2008-02 May 27, 2008 ' Pa~e 6 of 8 Street Irnprovements: Stevens Creek Boulevard-Heart of the Cifv Landscape Improvements. The Heart of the City Specific Plan requires landscape and sidewalk improvements alang Stevens Creek Boulevard when site redevelopment increases buildzng square footage by 25% or rnore, as is the case with the proposed project. The ideal improvement called out by the specific plan is a 10-foot wide curbside landscape strip, a six-foot wide sidewalk, follow by another 10-foot wide Iandscape strip. Along retail street frontages, a single row of street trees is required. Site conditions vary along the Oaks Shopping Center Stevens Creek Bouievard street frontage. Where current site conditions prohibit the ideal street improvement, the specific plan allows a modified, transitional unprovement until such time the full improvements can be executed. The applicant has declzned to install such landscape improvements across the majority of the Stevens Creek Boulevard frontage. On plan set sheet T'M-3, the ideal landscape improvement is depicted between the eastern driveway and Mary Avenue. This improvement could be extended westerly past the large oak tree, but this irnprovernent extension was not offered by the applicant. The western reach between fihe western driveway and the Highway 85 on-rarnp cannot be improved. Right-of-way modificafions are under the juri.sdiction of CALTRANS, which has numerous traffic improvements in this area. The agency would be unlikely to allow any new irees that might obscure motorist views ox sidewalk modifications in proximity to its txaffic control infrastructure. The majority of the Stevens Creek street frontage consists of a narrow sidewalk/landscape stxip between the curb and parking xow. This width is too narrow to accommodate the ideal 26-foot wide landscape improvernent, but a modified transitional improvement is possible. Staff recornmends an undulating sidewalk pattern where tree wells are cut into the existing monolithic sidewalk and new sections of sidewalk are constructed between the existing trees. Staff will present a graphic of this concept at the hearing to demonstrate how this would work. Staff suggested such a landscape ixnprovement fo the applicant who declined to provide it. Marv Avenue StreetJLandscape Improvements. Staff is concerned with the visual mass of the hotel, which would be setback a minimum of 20 feet+ from the property line. The applicant is proposing the conversian of about 48 street parking stalls on Mary Avenue to a landscape area. The purpose is to soften the appearance of the hotel frvm Mary Avenue by visually increasing its setback frorn the street and increasing the Iandscape quantities. The Public Works Departrnent does not have any issues with the conversion of the parking stalls to landscaped area. s-so Use Permit, ASA; Tentativ~ Map, Exceptior~ Tree Removal for 212b,., Stevens Creek Blvd U-2007-04, ASA-2007-06, TM-2007-09, EXC-200&~7, TR-2Q08-02 ~ May 27, 20Q8 Paee 7 of 9 ~ Hi h~way 85 Brid~e Improvements. Any development approval should be conditioned wifih a financial contribution toward Highway 85 bridge improvemenfs on one side-a min3mum of pedestrian railings and Iights. The previous applicant for a developrnent on the site, Regis Homes, agreed to contribute $100,000. Trees: An arborist report was prepared by City Arborist, David Babby {Exhibzt B), to identi#y existing trees in proximity to the development. The applicant is proposing the removal of 47 trees and replacing them with 67 trees to mitigate that loss. The City Arborist reviewed an earlier development pIan that call for more tree removal. Plans were subsequently revised, which reduced the tree xemoval request to 47 trees of nine different species in the project vicinity {See Sheet L1 of plan set). None of the signature Coast Live Oak Trees on the property are proposed for removal. The composition of trees in the tree removal request are as follows: 1Q Monterey Pines, 12" - 23" in diameter 1 Eucalyptus 13.5" in diametex 1 Raywood Ash 12.5" in diameter 15 Shamel Ash, 4"- 25" in diameter 1 Pittosporum, 6" - S" in diameter cluster 1 Tree Qf Heaven, 2" - 4" in diameter cluster 1 Holly Oak 13.5" diameter 15 Chinese Pistache, 4" - 20.5" in diarneter 2 Evergreen Pear, 8.5" -11.5" in diameter 47 Total Proposed for Removal Staff's objectives were first to preserve the native oak trees, then as many of the laxger trees on the wesEern properiy line where they could serve as an effective visual screen for the two buildings. Unfortunately, many of these fxees are Monterey Pines in poor health. There were two major oaks that were removed because death and a hazardous condition, but not yet replaced. Both should be xeplaced with field grown oaks. Site Design, Setback & Architecture: The new buildings have been integrated into the design of the centex with the building frontages addressing the rest of the shopping center. The westerly driveway runs along the east side of the buildings. The mixed use builcling sexves as the terminus of the east-west pedestrian paseo, which has been widen to conform to the width of the resf of the paseo. With the new developments, a new north-soufih pedestrian walkway will be created, connecting Mary Avenue and Stevens Creek Boulevaxd. The number of s-s~ Use Permit, ASA, Tentative Map, Exception, Tree Removal ~or 212b., Sfevens Creek Blvd U-20~7-04, ASA-20{}7-06, TM-2007-09, EXC-2008-Q7, TR-2008-02 May 27, 2008 Pa~e 8 of 9 driveways were limited and connected to the proposed hotel. A joint service yard area is proposed to serve bofih buildings. ~ An exception is proposed for the sideyard setback £acing the Highway 85 on-ramp. Fifteen feefi 'rs proposed where 18 feet is requixed (half of the building wall height). A reduction in side setback here would not have any impacts and the proposed 15 feefi is ~nride enough to protect the existing west boundary trees. The architec#ure of the mixed use building is satisfactory to staff; however, more should be done with the hotel. The building articulation is fine, but more can be done with the building finishes and architectural detailing to enhance the appearance of the building. This building will be highly visible with a sweeping vista from both Mary Avenue and Highway 280. Staff recornmends that the plans be re-xeferred to the City Architect, Larry Cannon, for additional design details. Development Phasing: Staff is concerned #hat if the development of this project is phased, the second phase mixed use building willlikely nat be built, leaving a"hole" in the development pattern of the shopping center. The previously identified building code/property line issues, differing properiy ownerships, the rising cost o# site and street improvements coutd hinder Phase 2 deveiopment. . Staff does not support the development phasing request. If the Cornmission feels differently, staff recommends that the buildings be flipped with the first phase hotel shifted toward the Stevens Creek Boulevard frontage. Staff feels the development of the Stevens Creek Boulevard frontage should be prioritized to frame the street, provide a gateway building for the Heart of the City and stimulate economic activity in the shopping center and along the boulevard. Public Noticing/Comrnents: Mailed noticing for the public hearing was a 1/z mile radius. In addition, staff was inter~criewed for a ne~cnrs article about the project that appeared in the Cupertino Couriex. Two emails commenting on the project are attached (Exhi.bit C). ENCLOSURES: Model Resolutions IniEial Study, ERC Minutes, ERC Recommendation Exhibit A: Traffic Impact Analysis Letter Report: Proposed Redevelopment of the the Oaks, Cupertino, dated ~ctober 1$, 2007 by Republic TI'S Exhibit B: A Tree Inventory and Review of the Proposed Development at the Oaks Shopping Center, 21265 Stevens Creek Boulevazd, Cupertino, California dated July 24, 2007 by Arbor Resources Exhibit C: Emailed public comments Pian Set s-s2 Use Pexmit, ASA, Tentativ~ iVlap, Exception, Tree Removal for 212t,,. 3tevens Creek Blvd U-2007-04, ASA-2007-06, TM-20Q7-09, EXC-200&07, TR-2008-02 May 27, 2008 Page 9 of 9 Submitted by: Colin Jung, Senior Planner _-----, Approved by: Steve Piasecki, Director of Commuruty Development G: Planning/PDReport/pcUreports/2007ureports/ U-2007-04, ASA-20U7-06, TM 2Q07-09, EXG2U{18-07, TR 2008-02 pc.doc 6-93 PROJECT DESCRIPTION: Project Tifile: [)a1t Project Location: 2 Project Descrfption: ntal ~ ~ c~. 'Z2-G 1 ~JO~(` 1~ ~ t111M~ -. ~ ~ File No. EA-`'~t~~--~ oe File No. j;-Zbn -~4 ~chments 'TNI~Zoo?~-~ /~S~} Zt~`7 -[~4,~ ~~ T~ Zpp~'_ Q. O i,rn~rflv2.rn~1~ 1x~ c~ ~.~,,nne~cx~d 56~ Iw~~L,,} 5:~~ wbr~~(~?~ c ~ ~o ~~ ~1 ~ ~ ~~~ W PROJECT DESCRIPTfON: , Site Area ac.) -~° ( Building Coverage- ZO+Z. % F~cisti Bcailding -.~ .f. roposed t - Bldg. -~6 0 s.f. Zone ~_ G.P. Designatfon - l_n~.3-G~ (?~Cp~j (~,~jtL~~ct~ Assessor's PaFCeI No. -~- 2~7 -~~ j If Residential, UnitslGross Acre - ~ 1T_ ~ Total# RentallOwn ~ Bdrms ~ Total s,f.. ~ Price I Unit Type #1 Unit Type #2 Unit Type #3 Unit Type.#4 Unit Type #5 Applicable Special Area Plans: (Check} ~ Monta Vis#a Design Guidelines ~ S. De Anza Conceptual ^ N. ~e Anza Conceptual ~ S. Sara-Sunny Conceptual ~ Steve Crk Blv . Conce tual ~ Stevens Creek Bivd. SW & Landscape ~~~ 1~~e.a,,-~- ~-~-~ C~~ ~ ~~e ia~r` If Non-Residential, dui[ding Area - s.f. FAR - 7s ~~Max. N/l~" Emplayees/Shift - Parking Required 1: 35~'S Parking Provided (: ~ Project Site is Within Cupertino Urban Serv~ce ~ea - YES ~ Z NO Q^ 6-94 ~ City of Cupertino ' 10300 Torre Avenue Cupertino, CA 95014 ~ (408} 777-3251 ~`11PFRT~N(~ FAX (408} 777-3333 A. ClJPERTINO GENERAL PLAN SOURCES 1. Land Use Elemerrt 2. Pubilc Safety Element 3. Housing Element 4. TransporEafion Efement 5. Environmentai Resources 6. Appendix A Hillside Development 7. Land Use Map 8. 13oise Element Amendment 9. City Ridgeline Poticy 10. Constraint Maps B. CUPERTfNO SOURCE DOCUMENTS 11. Tree Presenration ordinance 778 12. Ciiy Aerial Photography Maps 13. "Cupe~tino Ctvonicle° (Califomia History Center, 1976) 14. Geological Report (site specific) 15. Parking Ordinance 1277 16. Zontng Map 47. Zoning Code/Specfic Plan Documents 38. Cfty Noise Ordinance C. CITY AGENClES Sits 19. Commursity Development Dept List 2Q. Public Wo~1cs Dept 21. Parks & Recreation Department 22. Cupertino Water Utilliy D. OUTSIDE AGENCIES 23. County Planning DepartmenE 24. Adjacent Ci4es' Ptanning Departments 25. County Departmental of Environmental Mealth p. OUTSIDE AGENCIES (Continaec~ 26. Midpenins~a Regional Open Spacg District 27. County Parks and Recreation Department 28. Cupertino Sanitary District 29. Fremont Unfon High School District 30. Cupertino Unian School District 31. Pacific Gas and Etectric 32. Santa Clara Counfy Fre Department 33. County Sheriff 34. CALTRANS 35. County Transportation Agency 36. Santa Clara Valtey Water District E. OUTS[QE AGENCY DOCUMEI~{TS 37. BAAQMD Survey of Contaminant Excesses 38. ~EMA Flood MapslSCVWD Flood Maps 39. USDA, "So(is of Santa Clara County" 40. County Hazardous Waste Management Plan 41. County Heritage Resources lnventory 42. Santa Clara Valley Water District Fuel Leak Site 43. CaIEPA Hazardous Waste and Substances Site F. OTHER SOURCES 44. Project Plan SetlApplication Materiais 45. Feld Reconnaissance 46. Experience wlproject ef siml[ar scopelch aracteristics 47. ABAG Projection Series A. Complete al! information cequested on th~ Initial Study Cover page. LEAVE BLANK SPACES ONLY WHEN A SPECIFIC ITEM 1S NOT APPLICABLE. B. Consult the Initial Study Source List; use the materials listed therein to complete, the checklist • information in Categories A through O. C. You are encouraged to cite other relevant sources; if such sources are used, job in their title(s) in the "Source" column next to the queskion to which they relate. D. ]f you check any of the °YES" response to any questions, you must attach a sheet explaining the potential impact and suggest mitigation if needed. E. When expSaining any yes response, label your answer clearly (Example °N - 3 Historical") Please try to respond concisely, and place as many exptanatory responses as possible on each nave. F. Upon cor~pfeting the cfieckfist, sign and date the Prepare~s ~davii. G. Please attach the following materials before submifting the Initial Study to the City. /Project Plan Set of Legisrative Doa~ment /Location rrtap with site clearly marfced (when applicable) 6-95 EVALUATION OF ENVIRONMENTAL IMPACTS: ~ ~ (`~„~ ~ o ~ ~ ~ L ~ ,,~ .C ~ ~! {~ ISSUES; ti S r~ l~ m`c ~ ,, ~ O F- ;v ~ ~c3~a ~ = ~- ~ 14 ~ca E p t{t .z~. E ources] on [and Supporting Informa o a, ~ o~ ~ ~ ~ a~ a rn - N ~ ~ u~ I. AESTHETICS -- Would the proJect: a) Have a substantial adverse effect on a~ ^ ~ ~ ,I~ scenic vista? (5,9,24,41,44] b) Substantially damage scenic resources, !7 ^ ~ ,~ induding, but not limited to, trees, rock outcrappings, and his#oric buildings within a . state scenic highway? (5,9,11,24,34,41,44] ~ c) Substanfially degrade the existing visual ~ ^ ^ '~.' character or quality of the si#e and its ~}' suROUndings? [1,17,19,44] ~ ~ d) Create a new source of subsfantial iight or ^ 1~ ~ ~: gtare, which would aclversely affect day or . - nighttime views in the area? [1,.16,44] ~ 11. AGRICULTURE RESbURCES: in . determining whether impacts to agricultural . ~ resources are significant environmental ~ effects, fead agencies rnay refer #o the ~ Cafifomia Agriculturaf Land Eva(uation and ' Site Assessment Model (1997) prepared by tfie Califomia Dept. of Canservation as an : optianaf modei to use in assessing impacts • on agriculture and farmland. Would the project: ~ a) Convert Prime Farmland, Unique ^ ^ ~ ~I ~~ ~armland, or Farmland of Statewide Importance {Farmiand), as shown on the maps prepared pursuant to the Farmland Mapping and Manitoring Program of the Califamia Resources Agency, to non- . agricultural use? [5,7,39] b) Conflict with e~asting zoning far ^ ~ ~ ~ agri.cultura! use, or a Wilfiamson Act contract? [5,7,23] c) involve other changes in the existing. ^ ^ ~ ~ environment which, due to their locatiort or nature, could resuit in conversion af F'armland, to non-agricultural use? [5,7,39] 6-96 >' ~ .~ ~ ~ o ~ ro o i H ` ~ ~ ~ •r ~ ~ +~ ~ ISSUES: S i ~ ~ ~ ~~ a o v~ m Q. 3 ~ ,~ ~ a ~ p Z a ~ ourcesj on jand Supporting tnformat a y J~ ~ c J N III.~AIR QUALITY - Where available, the ~ significance criteria estabfished by the applicable air quality management or air pallution control district may be relied upan . to make the following determinafions. Woufd ~ the project: a) Conflict with or obstruct implementatian of ^ ^ ~ L~ the applicable air guality plan? [5,37,42,44] b) Vola#e any air qualiiy standard ar ^ ^ ~ ~ contribute substantially to an existing or projec#ed air quality violation? [5,37,42,44] , . c) Result in a cumulatively considerable net ^ L7 6~. ::^ . increase of any criteria poltutant for which •~ the project region is non-attainment under an applicable federal or state ambient air quality = ~ standard {including releasing emissions ~ which exceed quantitative thresholds for -, ozone precursors)? [4,37,44] ~ . d) Expose sensitive receptors to substantial ^ ^ ~1 •. ~ pollutant concentrations? [4,37,44] ~ ' ~t e} Create objectionable adors affecting a ~ ^ ^ ~ . ~ ~Q ~ substanfial number of peopfe? [4,37,44] ~ • ~ IV. BIOLOGiCAL RESOURCES -- Would = ~~ ' the project: • :•` ..,:~` a) Have a substantial adverse effect, either ^ ~ ~ ~. directly ar through habitat modifications, on ~~ any species identified as a candidate, sensitive, or special status species in local or ~ regionaf plans, poEicies, or regulations, or by #he Califomia Department of Fish and Game or U.S. ~ish and Wildlife Service? j5,14,27,44j b) Have a substan~al adverse effect on any ^ ^ ~ ~ ~. riparian habitat or other sensitive natural community ident~ed in local or regional pfans, policies, regulations or by the Cafifomia Department of ~sh and Game or US Fish and Wildlife Service? [5,10,27,44] c) Have a substantial adverse effect on [7 . ^ ^ ~ federally protected wetlands as defined by ~ Section 404 of the Clean Water Act . indudin , but not limited to, marsh, vemal - 6-97 ~ ~ ++ v C ~ ~ O '`~N {Si v O R C ~ ,..+ H v~ .F+ ~ ISSUES: [and Supporting Information Sources] ~+ t0 ~~ o c, ~ 1- .'~ d H ~•3 c~ ~ m c, = ~ v~ G a m a~ ~ p z Q- ~ - arn --~N ~ c ~~n pooi, coastal, etc.) through direct remaval, flling, hydrological interruption, or other ~ , means? [2a,36,44] d) Interfere substantialfy with the movement ^ C7 . ~ of any native resident or migratory fish or wildlife species or with established native ~ residen# or migra#ory wildlife corridor$, or impede the use of native wildlife nursery sites? [5, 7 0,12,21,26] e} Conf[ict with any local palicies or ~ ~ ^ ~', •~ ~ ordinances protecting biological resources, • such as a tree preservation policy or ~ ~ ordinance? [11,12,41] ~ ' rovisions 4f an adopted t with #he fli C '' p on c fl Habitat Conservation Plan, Natural p O ~ '~ Community Conservation Plan, ar other ~~• approved local, regional, or state habitat • conservation plan? [5,10,26,2TJ ' V. CULTURAL RESOURCES - Would the ~ • _. project: ' ~~ ~ ' a) Cause a substantiaE adverse change in ^ ^ .~ ~~~ . the significance of a historical resource as ~ defined in §15064.5? [~,13,49] ~ b) Cause a substantial adverse change in ^ ~ ~ •~~E the significance of an archaeological resource pursuant to §1506~4.5? [5,13,41~ ~ c) Directly or indirectfy destroy a unique ~ ^ ~ ~ ~ paleontological resource or site or unique ~ geologicfeature? [5,13,41] d) ~isturb any ~human remains, including ~ ^ ~ ~~`l those interred outside of forrnal cerimeteries? ' [1,5] VI. GEOLOGY AND SOILS - Would the ~ project: ~ a) F_xpose peaple ar structur~s to potential substan~ial adverse effects, incfuding the rislc of Ioss, injury, or death involving: i) Rupture of a known ear~hquake fault, as ^ ^ ~ ^ delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the 6-98 ~~~ ~ ~ o ~~ o~ ~~~ R H ~ ~ ISSUES: ~+ ~ ~._ ~ f'- ~ y~ O ,n = 3 m a. ~ ~ ~.~ a ~ p Z a ~ [and Supporting Information Sources] o o, ~ a~ ~ ~ ~~ a. U~ J fn C --~ N State Geologist for the area or based an other substantial evidence of a known fault? Refer to Division of Mines and Geology Special Publication 42. [2,14,44] ii) Strong seismic ground shaking? ^ ~ ~ ~ L2,~. ~ p.4,4,1 . iii) Seismio-related ground failure. inciuding ^ ^ ~ ~; liquefaction? [2,5,10,39,44] iv} Landslides? j2,5,10,39,44] ~ 0 ~ ~ b) Result in substantial sol erosion ar the ~ ~ ~ ~ foss of topsoil? [2,5,10,44] ~ c) Be located on a geofogic unit ar soii that is O. 0 C1 •.:~, unstab{e, or that would becflme unstable as - a result of the project, and potentially result in on- or off-site landslide, late~al spreading, subsidence, iiquefaction or collapse? j2,5,10,39] d} Be located on expansive sail, as defined ~ ~ ~ °~ in Table 18-1-B of the Uniform Building Code (1997), creating substantiaE risks to life or ~ ProPertY? [2,5,1 ~~ - ~ e) Have soils incapable of adequately ^ ~ ~ -~ supporting the use of septic #anks or . _.~ altemative waste water disposal systems • wfiere sewers are nat avaifabfe for the disposal of waste water? [6,9,38,39J r'~ VII. HAZARDS AND HAZARDOUS . MATERIALS -- Would the project: a) Create a significant hazard to the public or ~ ^ ^ ~l the environment through #he routine transport, use, or disposal of hazardous materials? (32,4Q,42,43,44] b} Create a significant hazard to the pubfic or ~ ^ ~ ~ the environment through reasonab{y foreseeable upset and accident canditions invalving the release of hazardous materials into the enviranment? [32,40,42,43,44] c} Emit hazardous emissions ar handle ~ ^ . ~ ~. hazardous or acutely hazardous materials, substances, or waste within one uarter mile s-ss ~ V ~ 0 ~a ~ ~ v ~ L ~ ~ V V V ISSUES: ~ [and Supporting lnformation Sources] ~ = ea o m~ ~ '~ '~ `° Q ~~ ~~ ~ ~ ~= ~ ~ ~ a a ~ m m E ° a Z E a c~ , -~ v~ ~ c ~ v~ of an existing or proposed school? [2,29,30,40,44] d) Be located on a site which is included on a ~ ^ ^ ~ list of hazardous ma#erials sites campiled pursuant to Government Code Section fi5962.5 and, as a result, would it create a significant hazard to the public ar the environment? [2,42,40,43] e) ~or a project loc~ted within an a9rport land ^ ^ ^ ~, use p{an or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the praject result in a safety hazard for people residing ar working in the praject area? [] ~ Fbr a project within the vicinity of a private ^ ~ ^ =~~ airstrip, wouid the project result in a safety ~ hazard for people residing or working in the ~ project area? j ] . g) Impair implementation of or physically ^ ^ ^ ~3{, interFere with an adopted emergencjr ' response plan or emergency evacuation . plan? [2,32,33,44] h) Expose people or structures to a ~ ^ ^ ~ signficant risk of loss, injury or death _ involving wildland fires, induding where wildlands are adjacent to urbanized areas or where residences are intermixed with ~ wildlands?[1,2,44] - VI[I. HYDROLOGY AND WATER QUALITY , ~ - Would the project: ~ a) ~olate any water quality standards or ^ ^ ^ ~ waste discharge requirements? [20,36,37] ~ b) Subsfantia{ly deplete groundwater ~ ^• ~ ,~ supplies or interFere substantiaEly with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table fevel {e.g., the production rate of pre-existing nearby wells would drop to a level ~ which would not support existing land uses or planned uses for which permits have been granted)? j20,36,42j s-~oo ' ~`~ is ~ v ~ C Cw X~ ~ i ~ ~ C t~ v t~! lSSUES: w~ tC ~~-- E H~.~ { 0 G a~ - as Q- a 3= F- ~ R~ a= a ~ C R~ Z Q- E [and Supporting information Sources] o m m ~ ~ ~ ~ m a~ a cn c v~ ~ cn c} Substantially alter the existing drainage ^ ~ ~ ~ pattem of the site or area, including through the alteration of the caurse of a stream or river, in a manner which would resuEt in substantial erosion of siltation on- or off-site? [14, 20,36] d) Substantiafly alter the existing drainage ^ ~ ~ ~ pattem of the site or area, including through the alteration of the course of a stream or river, or substantialfy increase the rate or ' i amount of surface runoff in a manner which wauld result in flooding on- or off-site [20,36,38] e) Create or contribute runoff water which ~ ^ ~ ~. ~ ~ would exceed the capacity of existing or , ~ planned stormwater drainage sys#ems or provide substantial addi~ianaf sources of polluted runoff? j20,36,42] fi~ Otherwise substantially degrade water ^ ~ ~ ~, quality? j20,36,37] ~ . g) Place housing within a 100-year flood ' ! ~^ 0 ~ ~ hazard area as mappec! on a federal Flood Hazard Boundary or Flood lnsurance Rate • ~ Map or ather fload hazard delineatidn map? . ~ [2~3~I ~ ~ h) Place within a 100-year flood hazard area ^ ~ ~ ~'~ structures which would impede or redirect ~ flood flows? [2,38] i) Expose people or structures to a significant I7 ~ ~ ~ risk of loss, injury or death involving flooding, including flaoding as a result of the failure of a levee or dam? j2,36,38] j) inundation by seiche, tsunami, or ^ ~ ~ 1~ mudflow? [2,36,38] IX. LAND USE AND PLANNING - Wouid #he projec#: a) Physically divide an established ~ ~ ~ ~ community? [7,12,22,41j b} Conflict with any applicable land use plan, ^ ~ ~ ~l policy, or ~egulation of an a ency with 6-101 R~~ 0 c r~ ~~ x~~i ~ ISSUES: [and Supporting Information Sources] _ ~ `~ o~~ ~ ~'_ =' '~ ~°. m,~ 3~ o ~ ;'= a ~'a~ ~ ^ ° a z~ acn -~vs ~ c -~irn jurisdiction over the project (including, but not limitecf to the general plan, specific plan, locai coastal program, or zoning ordinance) adopted for the purpose of avoiding or mitigating an environmenta! effect? ~1,7,8,16,17,18,44] ~ c) Canflict wifih any appiicabie hab9tat O . C{ ~( .{] consetvation plan or natural community . consenration plan? [1,5,fi,9,26] X. MINERAL RESOURCES - Wou~d the ° ~ •' project: - • a) Result in the loss of availability of a known ^ ^ ^ ;~ mineral resource tha# woufd be of value to ~ the region and the residents of the state? ~~ j5,10] b) Resu{t in the loss of availability of a ^ ^ ^ ~ locafly-important minera! resource recovery site de[ineated on a local general plan, • '• specific plan or other land use plan? [5,10] ~ Xl. NOISE - Would the project result in: .~ - a) Exposure of persons ta, or generation of, ^ ^ ^ ~ noise levels in excess of standards established in fhe local general plan or noise ~ ordinance, or applicable standards of other ~ agencies? [8,18,44] b) Exposure af persons to or generation of ~ ^ , ~ ~( excessive groundborne vibration or groundbome noise levels? [8,'18,44j c} A substantia! permanent increase in ~ ^ ^ ~ ambient noise levels in the project vicinity above levels existing without #he project? .is,1s~ . d) A substantial temporary or periodic ^ ~ ~ Cl increase in am~ien# noise levels in tlie project vicinity above levels existing without the projed? [8,18,44] e) For a project located within an airpart land ^ ^ O ~ use plan or, wt~ere such a plan has not been adoptecl; within two miles of a pubiic airport or public use airport, would the project ~ expose eople residing or working in the 6-102 ~ ~ #, ++ ~ ~, O ~ ~ O ~ ~ ~.. Rf l~0 ~+ V ~r+ v ISSUES: [and Suppo~ting Information Svurces] ~ m 2 o c~ ~ ^„ ~~ O I- ~ '~ c 3°~ Q' m a~ = ~ 0 F- ~ 1 ~ c°- ~ a~ E p e 0 z~ ~ a~ n ~ c n ~ c -1 v~ project area to excessive noise levels? L8~ 1 ~_~~ fl For a project within the vicinity afi a private ^ ~ ~ .~ airstrip, would the project expose people • residing or working in the project area to excessive naise levels? [8,18] Xll. POPULATiON AND HOUSING -- Wouid the project: a} Induce substantial population growth in an ^ ~ ~ ~ area, ei#~er directf}+ (for example, by proposing new homes and businesses} or indirectly (for example, through extension of roads or other infrastructure)? [3,16,47,44] b) Displace substanfial numbers of existing ^ 0 ~~ ~~ housing~ necessitating the construcction of ~ replacement housing elsewhere? [3,18,44J ~ c) Displace substantial numbers of people~ ~ ^ Q ~~ ne~essitating the construction af ~ replacement housing elsewhere7 [3,16,44] • XIII. PUBLIC SERViCES ~ a) Would the pro~ect resuft in substantial "~ adverse physical impacts associated with the ~~~ provision of new or physically altered ~~~- govemmental faalities, need for new or physically aftered govemmenta! facilities, the construction of which could cause significant environmental impacts, in o~der to maintain acceptable service ratios, response times or other performance objectives for any of the ~ public services: Fire protecti~n? E19,32,44] ~ ~ ~ ~ Police protec~ion? [33,44] ~ ~ ~ ~. Schools? [29,34,44] ~ ~ ~ ~ Parks? [5,17,19,21,26,27,44j ^ 0 ^ ~- Other puhlic facilities? [19,20,44] ^ ^ O ~. XN. RECREATION - a) Would the projeet increase the use of ^ ~ 0 ~ existin neighborhood and regional parks or . b-~us ?+ ~~~ ~ c° ~~ ~°~ cc rU~ ~ 1SSUES: ~ [and Supporting Information Saurcesj _ ~'= `° a ~ , y ~= = ~rn a ~ y 3=~ ~ ~ ~. N E - Z a, E N J ~ v J d _ other recreational facili~es such that ' ~ substantial physical deterioration of the facility would accur or be accelerated? [5,17,19,21,26,27,44] b) Does the project include recreatio~al ^ 0 ^ ~ facilities~or require the canstruction or expansion of recreational facilities which . might have an adverse physical effect on the environment? [5,44] XV. TRANSPORTATION/TRAFFIC - ~ , Woutd the project: a} Cause an increase in traffic which is ^ ^ ~ ^ substantial in relatian to the existing traffic load and capacity of the street system (i.e., . - result in a substantial increase in either the ~ number of vehicle trips, the vofume to ~ s capacity ratio on roads, or congestion at • intersections)? [4,2Q,35,44] ~ _ b} Exceed, either indiviciually or cumulatively, ^ ^ ~Q ^ a level af service standard estabfished by the . i~~ • ., county congestion management agency for ~~ designated roads or highways? [4,20,44] .. , c) Result in a change in air traffc pattems, ^ ^ ^ ~~( including either an increase in traffic Ievels ar ' ~' . a change in loca#ion fhat results in - substantial safeiy risks? [4,?] ~ . d) Substantially increase hazards due to a~ ^_ O ^ ~ J$ design feature (e.g., sharp curves or dangerous intersections) or incompatible uses {e.g., farm equipment)? [20,35,44] e) Result in inadequate emergency access? , ^~ ^ ^ ,~ [2,19,32,33,44] f~ Result in inadequate parking capacit}r? ^ ^ 0 1~ ~~ ~,~~ . g} Conflict with adopted policies, plans, or ^ ^ ^ ~ programs supporting altemative transportation (e.g., bus tumouts, bicycle racks)? [4,34] XVI. UTILITIES AND SERVICE SYSTEMS - ~ Would the project: 6-104 .F+ R C O ~ ~+ R ~ . tSSUES. S ti .~. v~ ~ _ ~ F- ~ t ~ O ~ 'c ~ °~ °' H~~ ~ c °' ~ p Z c' E ources] on [and Supporting IrrForma o w m as = ~ J ~ ~ a~ [L N V~ C -~ tn a) Exceed wastewater treatment ^ ^ ^ ~ requirements of the applicable Regional Water Quality Controi Board? [5,22,28,36,44] b} Require ar result in the construction of O ^ ^ ~ new water or wastewater treatment #aciiities or expansion of existing facilities, the construc~ion af which could cause significant environmental effects? [36,22,28,36] c) Require or result in the construction of ~ O ^ ~ new storm water drainage facilities or ~ ~ expansion of existing facifities, the ~ - construction of which could cause significant env~ronmental effects? (5,22,28,36,44] ~ e) Result in a determination by the ^ ^ ^ ~~~ wastewater treatrnent provider whic,fi serves _ ar may serve the project that it has adequate - capacity to serve the project's projected demand in add~tion to the provider's exisfing commitments? [5,22,28,36,44] - ~ ~ f} Be served by a landfll with sufFicient ^ ^ ~ ;~ ~ permitted capacity to accommodate the . project's solid waste disposal needs? [?] ~: g) Campljr with federal, state, and Iocal ^ ^ C7 ~~ s#atutes and regulations related to solid _. waste? [?] • 6-105 S0.` " , :@ s # ~ 5 ~ _ _ ~ a j. a) Does the project have #he potential to O ~ ^ ~ degrade the quality af the enviranmen~, substantially reduce the habitat of a fish or wildiife species, cause a fsh or wild{ife ~ population to drap below self-sustaining levels, threaten to eliminate a plant or animal communiiy, reduce the number or restrict the range of a rare or endangered plant or animaE or e{iminate impo~tant examples of the major periocls of Califomia history or ~ prehistory? Q b) Does the project have impacts that are ~ ~ ~ ~ individua[ly limited, but cumulatively . considerable? ("Cumufatively . ~ considerable" means that the incremental effects of a project are considerable wF-en ~. viewed in connection with the effects of past . .: projects, the sffects of other current projects, - .. and the effects of probable future projects)? ~ ~ c) Does the project have en~iranmental ^ a a ~ effects which will cause substantial adverse effects on human beings, either directly or , indirectly? ~ I hereby ce~tify that the information provided in this Initial Study is true and correct to the best of my knowledge and belief; I certrfy that 1 have used proper diligence in responding - accurately to all questions herein, and have.consulteci. apprapriate source references , when necessary to ensure full and complete disclosure of relevant environmental data. I hereby adcnowledge than any substantial erroFS dated within #his lnitial Study may cause delay or discontinuance af related project review procedures, and hereby agree to hold harmless the City of Cupertino, its staff and autliarized agen#s, from the consequences of such delay or discontinuance. Preparer's Signature Print Preparer's Name s-~os ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED: The environmental factors chedced below would be potentially affected by this project, inva~ving at least one impact that is a"Potentiaqy Sign~cant Impact" as indicated by the checklist on the following pages. D Aesthetics ^ Agr~culture Resources ^ Air Quality ;~ Biolagical Resources ^ Cuftural Resources Geology /Soils ^ Hazards & Hazardous Materiais ^ Hydrology / Water Quality Cl Land Use / Planning _ ^ Mineral Resources ^ Noise ^ Popufation ! Housing ^ Public Services ^ Recreation ~ TransportatioNTraffic ^ Utilities / Service Systems ^ Mandatory Findings of Significance ~ DETERMINATION: On the basis of #his initia! evaluation the Environmental Review Committee (ERC) finds that: ,~ The proposed project COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared. ^ Although the proposed project could have a significant effect on the enviranment, there will not be a significant effect in this case because revisions in the project have t~een made by or agreed to by the project proponent A MlTfGATED NEGATNE DECLARATiON wil[ be prepared. O The propased project MAY have a significant effect on the environment, and an ENVIRONMENTAL IMPACT REPORT is required. ~ The proposed project MAY have a"poxentiafly sign~cant impact" or °potentialiy . sign~cant un(ess mitigated" impact on the environment, but at leas# one effect 1) has . been-adequately analyzed in an earlier document pursuant to applicable legal standards, and 2) has been addressed by mitigation measures based on the earlier analysis as described on attached sheets. An ENVIR~IVMENTAl. IMPACT REPORT is required, but it must analyze only the. effects that remain to be addressed. ^ Although the proposed project could have a significant effect on the environment, because al~ potential[y significant effects (a) have been analyzed aciequately in an ear[ier ElR or NEGATIVE DECLARATION pursuan# to appiicable standards. and {b) have been avoided or mifigated pursuant to that earlier EIR or NEGATNE ~ DECLARATION, including revisians or mitigation measures that are imposed upon the proposed project, nothing further is required. _ Staff Evaluator ~ ERC Chairperson z8 ~ Da ~ 3a ~~ Date s-~o~ Initial Study Addendum For ~aks Shopping Center Mixed Use Building and Hotel Project File Nos. U-2007-04, ASA-2007-06, EXC-2008-07, TM-2007-09, TR-2008-02 (EA-2007-06) Geology/Soi1s: Geotechnical investigation shows no unusual soil conditions that would warrant extraordin~xy foundation or construction techniques. Parkin~: Phase Existing New Dev. Aggregated Shared Parking Supply Bus. Parking Paxking Supply ~- Parking Req~ grade/garage ' R t 1 288 122 410 356 494 41Q/84 2 387 147 534 417 470 305/165 Pa~rking supplied is adequate for shopping center based on shared parking calculation in a mixed-use development. Trees• 47 trees proposed for removal. Project will have 67 tree replacements. All oak trees are pres~erved. Trees to be removed. 10 Monterey Pine~ 1 , Eucalyptus I Raywood .Ash 15 Shamel Ash 1 Pitto sporum 1 Tree of Heaven 1 Holly Oak 15 Chinese Pistache 2 Evergreen Pear Traffic The proposal generates 178 vehicle trips during the morning commute and 355 frips during the evening pear period. This is a net increase in traffic of 168 morning peak hour trips and 252 evening peak hour trips. s-~os Morning and evening LOS calculations indicate no degradation o£ LOS below acceptable general plan s#andards for aJ.l studied intersections. One intersection at Stevens Creek and Stelling Rd is already operating at LOS E and the project contributes an insignificant amount of traffic to that intersection. s-~os Community Development ri~~ artrnent Cupertino, CA 95014 {408) 777-3308 ACTION MINUTES OF THE REGULAR MEETiNG OF THE ENVIIZONMENTAL REVIEW ~ CpMMITTEE HELD QN Apri130, 2Q08 Cornrnittee Members: Kris Wang Dave Knapp Ralph Qualls Marty Miller Commi.ttee Members absent: Steve Piasecki Staff present: Colin Jung APPROVAL OF MINUTES: january 23, 2008 ACTION: Appxoval of minutes from January 23, 2008 MOTION: Mariy Miller SECOND: Ralph Qualls ABSTAIN: none VOTE: 4-0 APPR~VAL OF MIN~JTE5: February 20, 2008 ACTI~N: Approval of minutes from February 20, 2008 MOTI4N: Marty Miller SECOND: Ralph Qualls ABSTATN: none VOTE: 4-0 ~ NEW ITEMS: 1. Application No.: U-2007-04, ASA-2007-06 (EA-20Q7-06), TM-2007-09 • EXC-2008-07, TR-200&02 Applican~ Karen Ngo (The Oaks Shopping Center) Location 21265 Stevens Creek B1vd. Use Permit to demolish a theater and 2,430 square feet of coxnmercial space and construcfi a 4- story, 122 room hotel, a 3-story 56,194 square foot mixed use retail/office/convention center building ovex an underground parking podium and site impravements in two phases at an existing shopping center; ArchiEectural and Site approval for a proposed 4-story, 122 room hotel, 3-story 56,194 square foot mixed use retail/office/convention center building over an underground parking podium and site improvements at an existing shoppixtg center; Tentative Map to subdivide an S.l: net acre paxcel into 2 parcels of 3.0 and 5.1 acres in size, with one parceJ. to be fizrthez subdivzded into four commercial condominium units and a common axea lot; .An Exception to the Heazt of the City to reduce one side-yard setback to 15 feet for a proposed 4-story,122 room hotel, a 3-story 56,194 square #oot mixed use rei~il/office/convention center building; A Tree Removal request to remove and replace approxixnately 47 trees that are part of an approved landscape plan for an existing shopping center 6- 110 ^ Noise o A noise study is not normally done with Hotel development applications ^ Geologitc o No geologic/soiLs issues present o Trees ^ Traffic 0 47 trees are scheduled for removal. They are in the parking lot and building footprint area o No specimen or heritage trees will be removed 0 67 new trees will be planted around the site o The new traffi.c circulation pattern is an improvement over whafi exists at the site cuxrently o The proposed development will correct an exisfiing parking deficiency in the number of spaces. The first phase construction project will have 355 {shared) spaces and the second construction phase will add 470 (shared) spaces a The development is pzojected to generate 168 more am trips and 252 rnoze pm trips during the commute period o No change in the LOS levels o No significant change in the signal wait tirnes ^ Additional Discussion o Carbon emissions, solar systems should be considered in future discussions o Recycling of construction mafierials o Green Building practices ACTION: Recommendation for a Negative Declaration MOTION: Ralph Qualls SEC4ND: Dave Knapp NOES: none VOTE: 4-0 OLD BUSINESS None Respectfully submitted, /s/Beth Ebben Beth Ebben Administrative Clerk G/pIanning/erc/appraaedminutes043008 6- 111 CITY OF CUPERTTNO RECOMMENDATION OF ENVIRONMENTAL REVIEW COMMITTEE April 3Q, 20U$ As provided by fhe Environmental Assessment Procedure, adopted by the City Council of the Cify of Cupextino on May 27,1983, as amended, the following described project was reviewed by the Environmental Review Committee of the City of Cupertino on Apri130, 2008. ~ PROTECT DESCRIPTiON AND LOCATION Application No.: U-2007-04, ASA-2007-06 (EA-2007-Q6}, TM-200'7-09 EXC-2008-Q7, TR-208-02 Applicant: Karen Ngo (The Oaks Shopping Center) Location: 21265 Stevens Creek Blvd DISCRETIONARY ACTiON REQUEST Use Permit to demolish a theater and 2,43Q square feet of commercial space and cons#ruct a 4- story, 122 room hotel, a 3-story 56,194 square foot mixed use retail/office/convention center building over an underground parking podium and site improvements in two phases at an existing shopping cen#ex; Architectural and Site approval for a proposed 4-story, 122 rooz~n hotel, 3-story 5b,194 square #oot xnixed use retail/office/convention center building over an underground parking podiurn and site improvements at an existing shopping center; Tentative Map to subdivide an 8.1 net acre pazcel into 2 parcels o# 3.0 and 5.1 acres in size, with one parcel to be further subdivided into four commercial condominium units and a comrnon area lot; An Exception to the Heart of the City to reduce one side-yazd sefback to 15 feet for a proposed 4-story, ]22 room hotel, a 3-story 56,194 square foot mixed use retail/office/convention center building; A Tree Removal request to remove an.d zeplace approximately 47 trees that are part of an approved landscape plan for an existing shopping center FINDTNGS OF THE ENVIRONMENTAL REVIEW COMMTTTEE The Environmental Review Comxnittee recommends the granting of a Negative Declaratiori fincling that the project is consistent with the General Plan and has no significant environmental irnpacts. /s/Steve Piasecki Steve Piasecki Dixectox of Community Development g/~~~c ~-zoo~-os 6 - 112 CITY OF CUPERTINO NEGAT'IVE DECLARATION As provided by the Environmental Assessment Procedure adopted by the City Council of the City of Cupertino on May 27,1973, and amended on March 4,1974, January 1719T7, May 1, 1978, and July 7,1980, the following described project was granted a Negative Declaration by the City Council of the City of Cupertino on June 17, 2008 PRQIECT DESCRIPTION AND LOCATION Application No.: U-2007-04, ASA-2007-06 (EA-2007-06), TM-2007-09 EXC-200&07, TR-2008-02 Applicant Karen Ngo (The Oaks Shapping Center) Location: 21265 Stevens Creek Blvd D'ISCRETXONARY ACTION RE UEST Use Permit to demolish a theater and 2,430 square feet of commercial space and construct a 4- stary, 122 room hotel, a 3-story 56,194 square foot mixed use retail/office/convention center building over an underground parking podium and site improvements in two phases at an exisfing shopping center; Architectural and Site approval for a proposed 4-story, 122 room hotel, 3-story 5b,194 square foot mixed use retail/offiCe%convention centex build.ing over an underground parking podium and site improvements at an existing shopping center; Tentative Map to subdivide an 8.1 net acre parcel into 2 parcels of 3.0 and 5.1 acres zn size, wi.th one parcel to be further subdivided into two commercial condominium units and a common area lot; . An Exception ta the Heaxt of the City to reduce ane side-yard setback fio 15 feet for a proposed 4-story, 122 roam hotel, a 3-story 56,194 square foofi mixed use retail/office/convention center building; A Tree Removal request to xemove and replace approximately 47 trees that are part of an approved Iandscape plan for an existing shopping center FINDINGS OF DECISIONMAKING BODY The City Council granted a Negative Declaration since #he proJect is consi~stent with the General Plan and there are no significant environmental impacts. S#eve Piasecki Director of Cornmunity Development CERTIFICATE OF THE CITY CLERK This is to certify that the above Negative Declazation was filed in the Office of the City Clerk of the City of Cupertino on City Clerk 6 - 113 ~- u~: ~:::~x1~~~ Repoblic ITS Intelligent TranS~Ortation Services October 1$, 2007 E1221 David Stillman City of Cupefino 10300 Torre Avenue Cupertino, CA 95014 Subject: Traffic Impact Analysis Letter Report Proposed Redevelopment of The Oaks, Cupertino Dear Mr. Stillrnan: EXHIBIT A Republic TTS is pleased to submit this traffic analysis for the proposed redevelopment of part of The Oaks shopping center in Cupertino. This report reviews on-site circulation and parking, off= site parking along the Mary Avenue frontage, and off sife vehicle, pedestrian, bicycle, and transit facilities. INTRODUCTION This Ietter report summarizes an evaluation of the potential traffic impacts due to a proposed change in land use for a portion of The Oaks shopping center in Cupertina. The change is proposed for that portion of the center close to Route 85 where the movie theater was pzeviously located. The new use is a mix of hotel, retail, office, and meeting room space. With input from City of Cupextino staff, the scope of this study reviews the following items: / An estimate of the net change in vehicle traffic and distribution of that traffic to the surrounding streets / A comparison of intersection performance at the following nine locations: 1. Stevens CreeklBubb 2. Stevens Creek/NB 85 ramp 3. Stevens Creefc/SB 85 ramp 4. Stevens Creek/Mary 5. Stevens Creek/Stelling 6. Stevens Creek/Saich 7. S#evens Cresk/8andley (510) 440-8127 . Fax (510} 440-1751 . 42(m0 Osgood Road, No.112 . Premont, CA 94539-5 Bosrots . DALr.a.s . T.os Ar1c~ . Snczta.Nmv'in . SatJ D~co . SAN FRANCISCO - 114 -~;£=:~:~~r: /= ' Repubiic ITS Imallfgent Tr~nsport8tion s~~i~s David Stillman City of Cupertino October 18, 2007 Page 2 8. Stefling/Greenleaf 9. Stelling/McCleElan / Review of pedestrian, bicycle, and t~ransit infrastructure per VTA guidelines / A revievv af on-site circulation and parking / A review of off-site circulation for the portion of the Mary Avenue site frontage Figure 1 shows a map of the site Iocation, study area, and study intersections. Figure '! Vicinity Map ~ ~ i ~ ~:~. Intersection (typ.) ii . ~ ~ t.: ~?~t.._...__.~ ~ ;'_ . y$_. -... -.o.~~~......, ~ . ~ ' .,. ~ .R~f .......,._;t a .... a s,° t '~----...._.,. NSeof+esa Di'~ $~'_t i r,..~-... ..: „~ ~ ~~.... ~~ i~ un[~s4 ~ .~ _. ~.f ~-4__ ~x ~ Roa~Igura,A,ne T ._f"~t..__.~ ~~Y~~ Y ~_ '~~1°'l~"°., ~ ~ , i~ 'g ~: ~~.u , ~ , ~~~ G ~~ -----~~I. _~,~~.:_~.~..._ ~w. ! ! ~ ~si:J.. ~ ~ f r= ~t ~kt. i t _ ly ~y~ ~i w;' ~f`F I '-'•'i~• ~ Kiiv.aL'A 1 If 3 Source: Google (510) 44Q-8127 . Fax (510) 440-1751 . 3765 Yale Way . Premont, CA 94539-5043 6-115 Bosl'orr . D.~t.tas . I.~ At~rcEi.~s . Sacx.eavmv3'o • Snrt I7~co . Sr~t~r FxAt~rcrsco :: - ~iJj Y*~ Republic David Stillman ITS City of Cupertino Iniellipent October 18, 2~~7 Trensportdtian s~.~~s Page 3 EXECUTIVE SLI~-7MARY The proposed project consists of demolition of a movie theater and commercial space and construction of a xnix of hotel, retail, office, and restaurant/banquet space. The proposed land use is expected to generate 178 vehicle trips in the morning commute and 355 in the evening commute periods. The existing land use would be expected to generate 10 brips in the morning commute and 103 in the evening. These txips are considered an allowable deductian from the new proposed trips resulting in a net increase in traffic generation for the site at 168 trips in the moming and 252 trips in the evening peak periods. Based on input from City staff, nine signalized intersections neax the project site were selected for evaluation (see Figure i}. Also, a list of 17 nearby proposed developments plus four pending projects was identified for evalua.~ion as the Approved Trip Inventory (ATI). Table 1 summarizes the intersection performance under the traffic scenarios labeled Existing, Existing + ATI, and E}cis~ing + ATI ± Project. Level of Service (LOS} is a~letter grade that describes intersection performance, ranging from LOS A(good, not congested) to LOS F(jatnmed conditions, long delays). The Valley Transportation Authority defines LOS A through E as acceptable and LOS F as unacceptable. An impact occurs at a study intersection when the calculated with project LOS degrades from E to F based on the average control delay. For intersections already at LOS F a significant impact occurs when the average critical control delay increases by 4 seconds or more and the czitical v/c increases by 0.01 or more. As shown in Table 1, there are no significant impacts expected from the proj ect. The adjacent Route 85 freeway is analyzed for this report according to VTA guidelines, and there were no significant impacts. The site i~ sutxounded by a well developed transit, pedestrian and bicycle network and there are no expected significant impacts. (510) 440-8129 . Fax {51Q} 440-1751 . 3765 Yale Way . Fremont, CA 94539-5043 6-116 Bosroi.r . D~a.a~s . Los AivcE~s . Sncx~aro . Sarr D~co . SaN FxArrcrsco ~ ~~;;:;> .; :~~~ ~~~,~ ~^~ j~`, Rep11~~1C [fiS Intelligeni Tr~nspqrt~;ion Servioes Table 1 Intersection Level of Servfce Summary David Sfiil~nan City of Cupertino ~ctober 18, 2007 Page 4 Level of Service (Control Dela ) Delay Chan e Stndy Intersections Exist Exist + ATI Exist + ATI + Proj Pro'. AM C- (32.8 C- 33.0) C- {33.0 0.4 Stevens Creek Blvd. & Bubb PM C(27.4) C(27.4) C(273) -0.1 AM C(27.0) C 28.6 C(29.1 0.5 Stevens Creek Blvd. & SB 85 Ramps PM C{30.5) C- (34.9) D-}- (36.3) 1.4 AM C(31.9) C- 33.9) C- 34.5 0.6 Stevens Creek Blvd. & NB 85 Ramps PM C- {33.1) D+ (37.4) D~- (38.4 1.0 AM C+ 20.~ C+ (22.2 C(23.7) 1.5 Stevens Creek Blvd. & Mary Ave. PM C{28.'1) C- (34.4) D+ (37.1 2.7 AM D+ 37. D(39.4) D 39.6 0.2 Stevens Creek Blvd. & Stelling Rd. PM D(42.2) E+ (56.4) B~(573) 0.9 AM B 15.2 B 13.7 B 13.7) 0.0 3tevens CreekBlvd. & Saich PM B 15.3) B(14.9) B(14.8) -0.1 AM B- (18.2) B(1b.7) B 16.6 -0.1 Stevens CreekBlvd. & Bandley PM C- (32.4) C- {33.1} C- (33.Q) -0.1 AM B 13.7) B(13.2 B(13.2) 0.0 S#elling Rd. & Greenleaf Dr. PM B+ (11.9) B{14.7) B(14.8) 0.1 AM D+ 36.5 D 44.5 D 44. 0.1 Stellittg Rd. & McCiellan PM D+ 37.7 D 45.~ D 45.7 0.1 Notes: ~ Detailed level of service caiculations are i.ncluded in the a endix. (510) 440-8127 . Fax (51Q) 440-175i . 3765 Yale Waq . Fremont, CA 94539-5043 6_ ~ ~ ~ Bosrorr • DALLAS . Los Atac~s . Sa~~rrro . Saiv D~co . S~x Fxnrrcrsco '~;iµ~~'Y~;ifi„~t~ Republic 1TS InteUiqent Trpnsporteti4n Services EXIS'TING CONDIT`IONS STUDYINTERSECTIONS David Stiilman City of Cupertino October 18, 2Q07 Page 5 The nine study intersections are listed above and shown in Figure 1. They are located along the key vehicle access routes near the pzoject site, and would be expected. to see a change in traffic volumes if the proposed land use change is approved and built. Intersection operations during the morning and evening commute were studied for this report at each of the study intersections. Operations are described in terms of Level of Service {LOS), letter grade describing the quality af traffic flow through the intersections in terms o;f delay encountered by the average motorist. LOS ratings range from A to F, where A indicates no or little delay and F indicates j axnmed conditions. Tab1e ~2 provides a more detailed explanation of intersection LOS. Table 2 Intersection Level of Service Descrintions Level of Service Average control Delay Description seconds/vehicle A delay _< i 0.0 Traffic can move relatively freely with very Iow delays B+ 10.0 < delay < 12.0 Traffic can move relatively freely with B 12.0 < delay 518.0 xninor.deiays B 18.0 < delay 5 20.d C+ 20A < dalay < 23.0 Traf&c can move relatively freely with C 23.0.< delay < 32.0 moderate delays C 32.0 < delay < 35.0 ' D+ 35.0 < delay < 39.0 Delay becomes more noticeable D 39.0 < delay <_ 51.0 D- 51.0 < ~{~~ay _< 55.0 E+ 55.0 < delay < 60.0 Traffic voiumes are at or close to capacity, E 60.0 < deiay < 75.0 resulting in significant delays and average E~ 75.0 < delay < 50.0 speeds that are no more thau about one- third the un-con ested s eed F delay >80.0 Trafftc demand exceeds available capacity, with very slow speeds (stop-and- go}, Iong delays (over one minute) and standin ueues at si lized intersections Source: VTA ~ (510) 440-8127 . Fax (510) 440-1751 . 3765 Yale Way . Fremont, CA 94539-5043 Bosrorr . Dnia.ns . Los Axc~s . SACxn~vro . Sarr D~co . Saiv Fx~vcrsc~ " ~~ s ~ y _4:1~., ~:~"::`':{ > ~ x~ :,: Republi~ ITS Intelligent Transpqrtatioa set~i~: Existi.ng intersection operations are summarized in Table Authority defines any intersection at LOS E or better as existing intersection operations are a11 considered acceptable. P E D E S TR IA N FA CI L I TIE S David Stillman City of Gtitpertino October 18, 2007 Page 6 1. The Va11ey Tzansportation acceptable operation. Therefore, The study area. for this report extends along Stevens Creek Boulevard (SCB) from Bubb Avenue to Bandley Drive, and along Stelling Road from Greenl.eaf Drive to McClellan Road. On SCB, there are currently paved sidewalks on both sides of the street throughout the study area. A~ the signalized intersections, there are east-west signalized crosswalks at ail locations. There is at least one north-south signalized crosswalk at every intersection except for the two Route 85 ramps. On Stelling Road south of SCB there axe paved sidewalks on bofih sides of the street and sign.alized crosswalks at the firaffic signals. North af SCB there are pedestrian walkways on both sides of the street. The wallcways aze paved between SCB and Aives Drive, then alternate between paved and compacted soil between Alves D~ve and Greenleaf Drive. There are four signalized crosswatks at the Stelling/Greenleaf traffic signal. BICYCLE ROUTES The study area for this report extends along Stevens Creek Boulevard from Bubb Avenue to Bandley Drive, and along Steliing Road from Grreenleaf Drive to McClellan Road. Both streets are currently striped with Class 2 bike lanes in both directions throughout the study area. There are also Class 2 bike lanes striped on Mary Avenue north of Stevens Creek Boulevard, and on McClellan Road west o£ Stelling Road. TRANSIT There are two bus routes that serve the project site, VTA routes 23 and 53 as shown in Figure 2. Route 23 connects the site to Downtown San Jose to the east and San Antonio Shopping Center to the northwest. It ~runs about every 15 minutes duning the day and once an hour in the late evening. Route 53 connects the site to Westgate Shopping Center in Sazatoga to the southeast and Sunnyvale Town Center to the north. It runs about once aan hour in the morning and every half hour in the evening. The closest westbound bus stop is located on Stevens Creek Boulevard just west of Stelling Road. The closest eastbound btts stop is also on Stevens Creek Boulevard, lacated just east of Mary Avenue. {510} 440-8127 . Fax (510) 440-1751 . 3765 Yale Way . Fremont, CA 94539-5043 BosroN . D.~.Las . Los Atsc~.~s . SacRa.~m~rro . S~+x D~co . Sruv F~t~rcrsc~ " 119 .~.r#'t,s~ RepU~~lC David Stillrnan jT~- City of G~a.pertino ~~ce~~~gent . October 18, 2007 Tcansportation Servtcas Page 7 .,..- . - ~.,~~ ~-~ - Z W = -~~"~ --`., ~ , D •r, ~:. ~ ~ : =.. ~ ~ ~ ~ ~ M $ ' v ~' Stevens Creek Stevens Creek :~ ; `~ ', ; ' ~ ~a ` Cupertino ~ k ~ +~ _ :' ~~ ~ ^y _ Vl~j ~ ~ ~f ~ + ~ ~ R ~ ' . . . ;, S;f .,'~ y ' 1 . Hall ^ ` ;:. 5 : :: 9~ _ ._''':..:._,...~_..:: ~ . ~. ~ . - ~\ . 1 Figure 2 Source: VTA Transit Map (510) 44Q-8127 . Pax {57.0) 440-1751 . 3765 Yaie Way . Fremont, CA 44539-5043 BosroN . D~Lns . Los Aivcsr.~s . SacRaNmv~ro . Snrr D~co . SnN Fxnrrcrscos - ~ 20 ;i~3~ ' ~ „ ~~;"r.'=' Rep~1~~iC David Stillman ITS City of Cupertino ~ntalltgent OCtObeT 1g~ 2007 ~rsnspQrtat~nn Servlces . Page g TRAFFIC IMPACT .ANALYSIS This section describes potential impacts on the transportation network if nearby Appraved Prajects and the proposed project aze constructed and add to the traffic volumes in the study area. The scenarios of added traffic are summarized as follows: • Existing Conditions plus the Approved Trip Inventory {ATn, a summary of project trips from approved projects that are not yet occupied including the formerlyproposed project that included the movie theater and commercial space. This scenario is sumrnarized as Exist + ATI. • Proj ect trips for the proposed development. This scenario is summarized as Exist + ATT + Project. The followin.g paragraphs discuss the Level of Service (LOS) and queuing analysis for the study intersections. The LOS values are calculated using Traffix as required in the VTA Traffic Ixnpact Analysis Guidelines. Printouts af each LOS caiculation are included in the Appendix. The queuing analysis is also based on the average queue from the Traffix analysis. APPRDVED PROJECTS' City staff furnished a list of 17 proposed development that have already been evaluated and approved by the City but not yet constructed or occupied, plus another 4 proposed development that are far enough along in the development review process that it is reasonable to include them in thits study. A list of these proj ects can be found in the appendix. (510) 440-8127 . Fax (51Q) 440-1751 . 3765 Yale Way . Fremont, CA 94539-5043 Bosrorr . Dnt,r.e~s . Los Arrc~s . SACRaHmvro . Saiv D~co . Sp,rr FxArrcrsco -121 _ ~>>FJ~ Repubiic iTS intelli~ent Transporlption serorces David Stiilman City of G~pertino October 18, 2007 Page 9 Estimated traffic volumes for most of these projects were provided by City sta.ff. Republic ITS staff suggested irip distribution patterns for each develapment which were reviewed by City staff. Finally, volumes at the study intersections were estimated based on the generation and distribution thex~ added to the Existzng volumes. New LOS values were calculated and are shown in Tab1e 1. As before, all intersection operations remain at acceptable levels of LOS E or better. PROJECT TRIP GENER.ATIONAND TRIPDISTRIBUTION The proposed project consists of removing an existing building with a movie theater and commercial space and consixucting a new building with hotel, retail, and meeting room/banquet roozn space. The proposed land uses, sizes, and estixnated hip generation are shown in Table 3. Table 3 Estimated Trip Generation E~c istin Tri Generation Land Use ITE Amount AM Trips PM Trips Daily Code Yn Out Totai In Ou~ Total Trips Movie Theater 443 15 KSF • 2 2 4 87 6 93 1,171 Commercial 493 3 KSF 3 3 6 5 5 10 130 Existitxig Totals 5 5 10 92 11 103 1,301 Proposed Trip Generation Hotel 310 121 rms. 32 23 SS 29 30 59 971 Retail 820 18.2 KSF 26 17 43 78 85 1b3 1,785 Office 710 18.3 KSF 42 6 48 17 82 99 361 Meetin.g TOOTi1S2' 3 31Q 14.4 KSF 19 13 32 17 17 34 428 Pro osed Total s 119 59 178 141 214 355 3,545 Net Chan e 114 54 168 49 203 252 2,244 Notes lAssumes 9d% oc,cupancy zAssumes 300 SF per hotel room for trip rate equivalency 3Calculated from Average trip genera.tion ra#e 4'I'ri eneration rate calculated from total retail 1an.d use area of 35,000 GSF The trip generation rates used in Table 3 are froxn Institute of Transportation Engineers-Trip Generation 7th Edition. (510) 440-8127 . Fax (510) 44Q-1751 . 3765 Yale Way . Fremont, CA 94539-5a43 g BOSTON • DALLAS . IAS ANGELES • SACRANIENTO . SA1V DTEGO . SAN FRANCLSC6 - ~ 22 ,ti~ <;;s::;;;~~ -F{.;:n?< ,~ Republ~+~ David Stillman ITS City of Cupertino Intellf~ern ~Ct0~8I 1 g, 2~~7 Trpnsportatian Services Pa e 10 g LEVEL OFSERVICE {LOS) ANALYSIS As with the Approved projects, a draft trip distribution pattern was developed by Republic 1TS staff and reviewed by the City for use in this analysis. The approved pattern is summazized as £ollows: •3 40% north on Route 85 •3 30% south on Route 85 • 5% west of SCB •3 7% north on Stelling Road •S 1 S% east on S CB •3 3% south on Stelling Road The volumes were added to the volumes from the E~st + ATI scenario fo form the Exist + ATI + Project scenario. Level of Service was calculated with the new vohunes and is suxnmarized in Table 1. After Project traffic is added, LOS values remain within the acceptabie range of LOS E or better. LOS calculations are included in the Appendix, as are summaries of the peak hour traffic volumes for each scenario. There are no significant impacts on intersection operations that result from the proposed development and no mitigation measures are required. I~EFT TURNQUEUINGANALYSIS A queuuzg analysis was conducted based on the a.verage vehicle queue length reported from the Traffic sof~ware output. The projected queue length was determined using an average vehicle length of 20 feet pez vehicle. The calculated queue lengths for all left turn movements at study intersections where the proposed project adds left tuxn traffic are summarized in Table 4. As shown, all quenes are less than the available storage except one move at the SCB/Mary intersection, which has a long queue because of other approved projects. {510) 440-8127 . Fax (51Q} 440-1751 . 3765 Yale Way . Fremont, CA 94539-5043 BOSTON . DALLAS . LOS ANGEL~S . SACRAivIENTO . SAN L~1DGO . 6- 123 Sarr Fx~c~sco .~;;t~'~yL. Republi~c ITS Inteilipsnt Trprtsportatiori s~rvi~s Table 4 Queue Len~h Summar_y David Stillman City of Cupertzno October 18, 2007 Page 11 Location Approach Direction Storage Lengkh (ft) ~(No af Lanes Peak Hour Ezisting Queue Length ft Exist + ATI Qneue Len ft Exist + ATI + proj, Queue Len h(ft SCB - 8S S SB 550 (2) AM 180 340 360 PM 140 220 240 SCB - 85 S WB • 1770 (3) AM 80 100 120 PM 180 240 280 5CB - Mary SB 260 (1) AM 40 40 60 PM 120 140 200 SCB - Mary EB 220 (1) AM 100 100 140 PM 180 240* 300 SCB - BB 300 (1) AM 180 200 200 Stelling PM 200 250 280 SCB - NB 320 (1) AM 2b0 260 26Q Stelling PM 260 340 360 Notes: Bold font indicates a queue length tbat exceeds the stozage pocket length. *= Caused by added traffic if existin vacant on-site buildin s were re-occu ied. There is a potenhal impact on the left turn storage Iength at the SCB - Mary Avenue intersection for the eastbound left turn movexnent during the PM peak hour. Thepe is a potentiad negative impact on intersection storage, and the required mitigation measure is to lengthen the left turn pocket from 200 to 300 feet. Modifacation of the traffzc signal timing to increase the green time for thrs left tum move is also recommended. ~ FREEWAYANALYSIS Since the project is located adjacent to a ramp of the Route 85 freeway, the VTA guidelines require evaluation of project impacts on the freeway. The first evaluation Iooked at whether the project traffic represents 1 percent or more of the freeway segment capacity. Two locations were found to have a contribution slightly less than 1 percent, and were flagged for furthez stud.y. Based on the VTA Tra£fic Impact Analysis guidelines, the two locations that were found to have added project traffic nearing the 1% capacity are summarized below: • NB Rte 85, PM Peak, SCB to I-280: LOS B: Project contribution 0.7 % • SB Rte 85, PM Peak, SCB to De Anza: LOS F: Project contribution 0.9% (510) 440-8127 . Fax (510) 440-1751 . 3765 Yale Waq . Premont, CA 94539-5043 BosroN . DALLAS . Los Arrc~.FS . SAC~ravro . SnN D~co . Sa~ FxnNCrsc6 -~ 24 i N~..,i`+' Republie ITS Intelltgeot Tr~rtspqrtation s~rvi,~: David Stillman Cify of Cupertino October 18, 2007 Page 12 According to fihe VTA guidelines an impact is considered significant urhen the project contributes more than 1% of capacity and the freeway segment is at LOS F in the existing scenario. The impact on southbound Route 85 between De Anza Boulevard and Stevens Creek Boulevard does not constiiute a significant impact, hence no mitiga#ion is required. or proposed. A sununary of the full analysis is included in the Appendix. There are no significant impacts on freeway operation~r for the two freeway segments analyzed. TRANSIT, ~4~CYCLE, AND PEDESTRIANINIPACTS Accarding to VTA guidelines, impacts on transit, bicycle or pedestrzan facilities occur if the ~roject causes congestion that impacts bus flow, impinges on bike lanes by adding significant amounts of right turn traffic, or blocks existing pedestrian facilities. None of these criteria hold true so there are no significant impacts. There are no significant impacts on transit, bicycle, or pedestrian facilaties and no mitigation measures ~equired. STlE CIRCULATION The project site is part of an existing shopping mall, which is bordered on the west by Route 85, on the north and east by Mary Avenue, and on the sou#h by Stevens Creek Bouievard {see Figure 1). Access to the site is provided via two driveways on SCB near Mary Avenue and two drivevvays along Mary Avenue. The proposed project iricludes demolition of the northwesterly building and replacing it with paved surface parking and construcrion o£ two new buildings along Route 85 frontage. The eastem entranca off of SCB will be modified to allow full on-site access. The site map showing the proposed new buildings and e~cisting buildings that will remain is shown in Figure 3. The e~sting site has four driveways to adjacent streets. T`he proposed. site plan proposes to modify the eastern entrance to a full access driveway. The elci~stang site has two areas of concern that would likely be heightened with addition of project txaffic: 1. The entry off SCB, which carries the largest volume of traffic of the existing driveways, has an awkwazd layout and a raised. island that make for inefficient moveinent to and from SCB. This comment applies to the existing condition. The proposed condition shows a modification to provide a Iarger island adjacent to Stevens Creek Boulevard. The island as currently drawn appears too large to allow truck access to and from Stevens Creek Boulevard. This report recommends checking the txuek tum path and modifying the east-west width of the island if needed. (510) 440-8127 . Pax (51Q) 440-1751 . 3765 Yale Way . Fremont, CA 94539-5043 8osro~v • DALLAS . Los Aivc~s . Snc~rro . S~v D~co . S~.r F~artcrsc~ -125 _. f _:~'u;.._..;~'~'. ~A-i Republic ITS intellfqem Transportatron serv~o~8 David Stillman City of Cupertino October 18, 2007 Page 13 2. The e~cisting parking aisle ciosest to SCB and the next aisle have directionality that is reverse of typical right hand drive, which forces tra~fiic to cross awkwardly at the each end of the parking bay. Reversing the direction of the angled parking, aisle direction and the two-way access would improve on-site circulation. The current site plan alzeady accommodates this recornmendation, and no further action is needed. See Figure 3. {510) 440-8127 . Fau (510) 440-1751 . 3765 Yale Way . Fremont, CA 94539-5043 Bosrorr . Dr~.r.,~s . Los Arresr.fs . Sncxn~t.rro . S.~tv D~co . S,s.zv Fxnivcrsc6 -~ zs ti ,~ _';,: ~'ti 1~ ~'~~.,t l ~~4~ , ~ ~ ~~ .•,~li ,1ti "~~ i' ~i '?;, ~ t ,it .'s ~ ~' '~;. '~I, ~ ,`' ~'''y . fll ~~?S 'y # ~ ~, 1 i~ ~~.'i ', ~ .. > ~ ~i 8 Y j ,''~ i ~ t ~ 1 4 a ! e • ~` i a f ~~ ~ 1` ~ ~.... ~ ) ~ ~ ~.. _- c~.,....~" -.. ~ -~ ~q~« {L~ lOi~lt. mru,Yu R,(JJi. ''ti` -;:'`_ r4._~ • ~M . P~MINARY SYFE P!.(UtA?'•'Y. ~~~.~ • ~ ~.~...- --::~ ~....., , ._._______.. .._ __...__. 1 , ~«w,.u,.w,.~.o.~a..e a....m w~6~i'lUfP W Wurw~ yr~-u _, _ ..v. .._.-. .._.._..._._... 1cIK M1MVip +~Q7EE i3R1ES1RbqM vNlt AEUC; ' f _ ' m~~ I 1 h ! ~ f . _ i v~~ f „ ~ ' y ~y ,~ iH i^ ~~ a: ~'. a ~- w ~ ..~._ ;.....__""' f~e~ : ~ . ~ ~ . ~ _ - ~ --i-~~ ~ - ~......_ .!R s ] Y _ ~'T~4..__._~_~ ..._ , _~ ~~_ nv~~aeYw~.~umYMwORV.~.Fti.IR ~ rxs.n~.um:w~ucae ~ ! ati~ l~-nt 4~YIR'lMMYqJriGCt4i ~a«ae..o•~ro..sa~uss~ur.n w.y. O'ML2CffMNK8~rt1M.KY.iC+ u~Yia@, j -_ f[NirG~au~cnu~n - • _ awn~aw~.~r.i.rm~mnrrt++c~+~ais _ +w1tNflaf~lNA4~HLtN.~10[OMCrM~ , ~~~ ~~`~ qMf~tl'ittIQ140r.SwSM1M1R1M6'tYfYx - .-._~_ --_._ ~. j ; _ ~ y~~~=. -" ,! ~_,~_ ~^+~ - -- -•---- -. _ _ _ ' ~~ ~~ - ..,.._. --- ~ -~; : ~ _ __ - -- ~ _ _ _ i : - - -- i3 ~~ '~ - ~`~-.-.. _.__ {^'' .=;~,7~' •~, ~."' f r•'~ cd a~`.~' ;' .(• ~ _ ` "', *~. ~ ~. `~ . ._ _ ~ c. ,r fi'~yy~l . . . -.4. - . i ~' = ~ ~ - ' ^`'="; ~ . I ' ~ .i`` ~ I ~ ` ~ - ~ ~' I~'~;~:, '~~`; ~~:x.~~€~ ~ ~ 3~~. ~ :: ,. I1 ; ~, { it ;Y _L_ ~ ' ~y~ppsAj`'~ /'•- •.+ • ~ ,1F!'j 1 ' -^~-_"- lr.: ~_... j ~VW~IY' IF ~ : ,.4 -; i , ~'~ ~~-t~~; ~~-~l-f~-:~: 'i ~..- -- r ~ ~.,1 . ~ !t ~ ~g •.. " . - _ _ ~ I ~~ ~ , ,, . ,. - ~. T I ~ ij ~~ -_....~.~~_wnww..`~~~ ._~~_~. - , ~ ~ _ t._ '" ~..~ . ._ .~ ~~ ' . ~liirvRC~[L{Ot.ul31+1s5 • ! . _••.• • _.• .,~ ''i r~~ ~1. ~ ..E, i ' ~t` i~ ~ ^ ~ ~ ~ ? ~ ~ ~ ~ ~ $ r ~ ~ ~ ~ 7c $ ~ S ~~~Q ~ ~ • ~ ~ Y'!~ _,~ ~ ~ w!t.M} r~y (^J~ ---- --- .~.-..._._.__.~_..._...._._ _------._.~...-.-T rr~uae~urrr - --- - ---- -..... _ --. ....-- -' ,_ _ . _____ -__.~.__.__ _ _..~ - _..- ~___~_: ~rerwr _ __......_. :____ ....._,_..... ._. . -.--. .~_....__ . .__. _ . . _ DR - 2 - --... . ._._....~.~.~..._. __..'_ , rrrAmlkAGCWi~6 _........ - ---- ~ ~w• SHRb Fi ure 3 9 Source: Sand Hill Development Company °' Site Plan N v i. (510) 440-8127 . Fax (510) 440-1751 . 37b5 Xale Way . Fremont, CA 94539-5043 BOSTON . DALLAS . LQS .ANGfiLFS . SACRAMEtVTO . SAN DIEGO . SAN FRANCLSCO (51d) 440-8127 . Fax (510) 440-1751 . 3765 Yale Way . Fremont, CA 94539-5043 BOSfON . DALLAS • I.OS ANGELES . SACRAMENTO • SAN DIEGO . SAN Fi2ANCJSCO ~:::_ .t ..,.~ ~y .,: ~.e.. _ ~zq::::.,__pr.:=. ~" ~~:c,~rY.?.,;{ •. .+': ~~~~~~~C ~fi~ Ert~~l"t~~nt Tr~n~p~r~at~on S~r+rioes CONCLUSIONS Demolishing the movie theater and adjacent commercial space replacing it with the proposed mix of retail, office, a~d restaurantlbanquet space would not result in any sigxuficant LOS impact to the study intersections. The evaluation of left turn storage capacity identifies a potential impact at the Stevens Creek Boulevard and Mary Avenue intersection for the eastbound left turn movement The required mitigation measure is to lengthen the left turn pocket fronn 220 to 300 feet. Additionally, implementing the revisions noted on the sife plan would greatly enhance on- site traffic circulation. Please conta.ct me if you have any questions or comments at 510/440-8127. Sincerely, Republic ITS ~' U~~`4'~ t'~'f Steve Fitzsimons, P.E. , Transportation Engineer (510) 440-8127 . Fax {510) 440-2751 . 42000 Osgood Road, No.112 . Fremont, CA 94539-5043 BOS"PON . DAI.LAS . LOS ANGELFS . SACRAMENTO . SAN DIEGO . SAN FRANCLSC~ ~ ~ 29 - `-~tii¢~a#~ ~~~~~~~~ ~~'~ ~~~~1i~~a~: Tfansp~~a~~t~n ~~ervi~s APPENDIX {510) 44fl-8127 . Fax (510) 440-1751 . 42000 Osgood Road, No.112 . Fremont, CA 94539-5043 BosroN . Dnix.~as . T.os Atvc~r~s . SacRar,t~•rtn . Sarr D~co . SAN FRANCLSC~ ' 130 Freeway Level of Service Calculations Route 85 Direction Peak Hour Segment Project Tri s Lanes Segment Ca aci Percent Increase NB AM SCB to 280 22 3 6,7Q0 h 0.3 NB AM De Anza to S CB 23 2 4, 800 h 0. S SB AM 280 to SCB 31 3 b,700 h 0.5 SB AM SCB to De Anza 16 2 4,800 h 0.3 NB PM SCB to 280 52 3 b,700 h 0.7 NB PM De Anza to SCB 12 2 4,800 h 0.3 SB PM 280 to SCB 16 3 6,700 h 0.2 ~B PM SCB ta De Anza 39 2 4,800 h 0.9 (510) 440-8127 . Fax (510) 446-1751 . 37b5 Yale Way . Fremont, CA 94539-5043 Bosrorr . DAi.r.ns . Los Axcs~s . SACxar~nrro . S~v D~co . SAN F~tANCISC~ - 131 List of Appraved and Pending Projects Approved l. Wolfe & Vallco Parkway (Vallco Residential) 2. N. De Anza Blvd. and I-280 (Oak Park Village) 3. 20128 Stevens Creek Blvd. (AdQbe Terrace) 4. 1375 S. De Anza Blvd. (Wolf Camera) 5. 19770 Stevens Creek Blvd. {Mazketplace Bldg. C) 6. De Anza Blvd. & Rodrigues Ave.(Civic Pazk) 7. Stevens Creek & Wolfe Road (Menlo Equities) 8. Wolfe & Vallco Parkway (Occ of Vacant Space} 9. Wolfe & Vallco Parkway (Vallco Expaxasion) 10. Stevens Creek Blvd. & Stelling (De Anza College E~ansion) 11. Whole Foods 12. Stevens Creek & Portal Dr. (Chuck E. Cheese) 13. Mariani Ave. & N. De Anza (Any Mtn Of~ 14. 22350-82 Homestead Rd. (Hairington} 15. 20565 Valley Crreen Drive (Public Storage} 16. 610 Alberta Avenue (Riorden & Reston Terraces) 17. 707 E. Homestead Rd. (Fala & Francolin Terraces} Pending 10100 N. Tantau Avenue 20800 Homestead/10807 N. Stelling (Villa Serra) 10855 N. Steiling Rd. (Lany Guy) De An7.a B1vd.Bollinger Rd (in San Jose) (510) 440-8127 . Pa~c (510) 440-1751 . 3765 Yale Wap . Fremont, CA 94539-5(}43 g $~STON • DALLAS . LOS A~IGEL.ES . SACRAMFNl'O . SAN DIEGO . SAN FRANCLSCO ~ ~ 32 The Oaks NB EB SB WB Project Traffic RT TH LT RT TH LT RT TH LT RT TH LT SCB-Bubb AM 5 2 PM 2 10 SCB-85 South AM 5 40 2 13 PM 2 20 10 61 SCB-85 AM 30 45 " " " 18 15 North/College Exit pM 15 22 '~ " * 81 71 SCB-Mary AM 75 17"` 11 13 13 PM 37 76*'` 51 6 6 SCB-Stelling AM 3 1 7 3 7 9 5 PM 1 6 30 14 3 7 SCB-5aich AM 7 15 PM 30 7 SCB-Sandley AM 7 15 PM 30 7 Stelling-Greenieaf AM 3 7 PM 14 3 Stelling-McClellan. AM 3 1 ~ PM ~ s Notes: '= Shows #raffc for NB College Exit at this intersection, no project traffic assigned. ** = Traffic exiting the site to the west is expected to use the driveway to SCB. The voEume shown here is for reference only. (510) 440-8127 • Fax (510) 440-1.751 . 3765 Yale Waq . Fremont, CA 94539-5043 BOSTON . DALLAS . IAS .ANGELES . SACRAMENTO . SAN IhEGO . SAN ~'~tANCISC~ " ~ 33 ~ ~ ~ ~ ~ i N ~ ~ • i r ~ 1 4 ~ : i " ~ i i ~ ~ ' i ~ i ^ i ~ C ~ ~ O ~ ~ a i ' ~ u . ~ y ~ ~ 1 ~ 1 lY 1 ~ L ~ M ~p i ~ , ~ , a eY . Q 1 f rl ~ 6 ~ ~ ~ O p n~ ti i p ~ i ~ ~ ~ i ~ u~ A ~ i n ~ i ~ ° . .y~ e~i . Q i af i ^ ~ M ~. mi O n aa J V I ~ ~ ~ ~ ~ Q ~ , i r' 1 P w . ~;~ i u ~ ~ on ~ °• ~ 4 ~ ~ ~ ~ 1 ~ 1 1 a u~ H i i O ry 1 O ~ 1 A 1 4 ~ 1 1 ~ I ~ ' ~ ; i ~ . i s f ~ ~ ~ ~ J 1 i r ~y w 1 1 ~ ~ ~ p lV i I 1 ~ .~ ~ : '~ ~ .. m~ ~ q 1 1 W 1 ~ ~ w i i ~ ~ t ~ M f ' ~ .~1 ~ ~ n i u i • • ~ t .+ ~ i ri ~ ~ .a r ~ ; y . '";8,~ :1. ~ . or_~K ~~ M N ; ~ ~ OJ~ Y r~ ~ J ~ ~ e T~ ~ .f ~ C ~ ~ ~ ~ u ~ o ~ , 8~~;~~ ~~&~' ~~~ . : ' ° ~°' ~ ~: g i ~' a~~~~.~ee~ ~ ~ ~ ~ ~ti~8~~8?3E ' , ~~~~ ' : ~ ~; ; g~ a~ g ~' { ~ L ~ ~ ~ ' ~ . ~' ' ~ ~~~o ~~ ~~}5}; u ~~~~~~~~ W ~ W ? O M M W • 6-134 Yxiatinq A!f Yeak Thu Occ ]1, 2007 34+16,75 Yaga 3-L ,.----'--'^"""• "-•"""""" """' °-'---'--- ---""""""""""" Cupesciaa 'LIA hfeera~etian Calculacions Tutninfi Hovement R~poc[ ~~ volwne Narebbwnd souchbamtl aeacbamd Nescbound ibasl lyps Latc Thru Aight LeEt 'Chru Righc Leit ~ht1t Aight Letc Tban Aighe voluo~a q1 9Cevms CYesk & HUbb Rd Base 7,a4 i1 906 !3 ]7 50 3• 866 fi7 507 B37 dS 7952 xanee a o o a o 0 0 0 0 0 0 0 0 TOCal 14[ 11 506 93 ]? 50 31 896 B7 507 t3] 38 7451 AZ 9cevaae Creek a t4acy Jkva Basa 37 ] 74 70 11 172 71~ 9S2 270 a~ 7S7 &6 ~ 1610 Mded ' 0 0 0 a a o 0 0 0 O 0 O 0. Total ~7 3 19 70 11 ' 172 21~ 952~ 2d0 69 757 66 2650 •7 &c~wns Creek e ~ a9 ne~s Basm 0 0 0 i70 0 103 ~ 10~3 3B0 172 661 0 EOZ7 I~ddad o a 0 0 a o D 0 0 0 0 0 0 1bCl1 0 0 0 170 0 101 0 3C43 1B0 172 A61 0 3677 ~4 8t~vani Cr~~k i NG !3 Aaxpr 8ae! ~0 BI o ~aa 5 761 fiGl 12~5 0 0 861 19S 3B99 },dded 0 0 0 O 0 0 0 0 Q D 0 0 0 Roca! ~0 6d 0 23B B ]61 6!I 11~8 0 0 561 493 369i fs Scwtne ~eak e ateliSag RQ 8a~a ~93 64t 116 II02 34f~ 191 31~ 413 191 ~43 663 3~7 {075 nCCed 0 0 0 0 0 0 0 0 0 O 0 0 0 TOCdl 393 54i 146 ZOi 354 191 Z18 431 193 l~) 663 1~7 SQ3b ~6 SCavans Cr~dc i 9712~ Bse~ O 0 9 34 0 103 ' 259 o3Q 0 0 89! 60 2I04 Added 0 0 0 0 0 0 0 Q 0 0 0 Q 0 1bta1 0 0 0 Sa 0 10] 7!! u0 0 0 B98 60 71oa ~7 8cevens Cr~ek 6 Drandlry Pnae U 7~ 4 36 9 3~ 190 661 70 7i e5a 10! 1937 naaea o 0 0 0 0 0 0 0 0 0 0 0 0 Tocal ~ 1l 11 2 36 9 ]2 I50 661 70 48 BSB 301 1837 Oa 9k.llipg t~ qreealea! seae 14 656 2a 6 8if 50 109 ZO 3~ Ji IS 37 SS10 naaed o 0 o a o o a o o a o 0 0 4ota1 14 65i 74 9 S1S s0 109 20 3~ 34 15 32 1510 q9 atellSng A lioCl~llsn Bae~ 213 SS1 7S 117 E- !9 192 '249 ll 6fi ]94 159 21b1'. rdaaa o 0 o a o 0 0 o a a o a o 1bt~1 223 S51 95 113 6i i9 ~i7 ~~9 41 5f 294 1b9 21Q1 Ttalf~x 7.8.071! (c) ]D06 A0~+11ng 1lfitoC. Idcensed to CLxY P~' GveBATTNO m f.f (r ExiBtf.ng 7~t p6ak Tlw Ocs 11, 2007 14~16:7fi . Pa9e 4-1 ..____•~_'__________________________•_•-'-------------~___~__-.________._.___'.. , ~rtino TIA.interszetion Caleulatians .____.__.__'__"-------------------------~_...-.__._._..______._.___.__'_.'_____ 2mpacc Analysle a~porc i,~v~l 0! 9ariaa ' intertwtlon Ba~e t+uture Cbw9e D~1/ v/ a•1/ v/ iu LOB Veh C' LOS V!h C ~, ] SCevetle'CFetk 4 Eubb Rd C- 33.! 0-b9Q C- 32.0 D.596 e 0.009 D/V y~ 2 BGevenS Cseek 6 rfary nve . C+ 20.6 0~368 C+ 79.i O.ai1 + O.OOD D/V il s st~venr Cre~k t yB BS RdrtQt C 27.0 0.44$ C 3'f.0 6.~46 + O.D00 II/V / 4 SCewi10 CYG~k F!ID B5 Raape C 31.9 0.625 C 31•9 0.625 + 0.000 D/V ~ 5 Stevans Creek i Scelling Rd n+ 37_6 0.721 b~ 37.6 0.722 + 0-000 D/v N 6 9tevens Craek t 80.i~ '• E 1S~Z 0.375 b 15.2 0.375 ~ 0.000 D/V R'1 Stevens Craek 6 8randley 8- 18.7 0.343 8- fA.2 O.aa3 f 0.000 DN IF B Bt~111nQ i Graenlect H SD.7 0.598 B 13.1 O.S9e + O.OGO DN ~ 9 8za1111g ~ McCl~llan D+ 36-5 0.6'!9 D+ ~6.5 0.6T8 + O.OQO p/fl 1Ya2fix 7.B.D71b (r) 900i Dowling Aasac. Lican9e0 to CITS OP CUP6RTIIf0 6x36ting AM P~ak Thu Oet 13. 7007 1Si16~I6 Pig! 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I ~"""""_"""' I l"""""""'"~ I"""""""" ~ S~curaEiop PiOw Mo~ful~. Hat/LMnv: 1D00 1900 1D00 1f00 1900 1900 1900 1s00 19C0 1l00 1l00 1900 Adjastmmt~ 0.89 0.95 O.B3 0.97 1.00 0.97 0,92 1.8~ 0.93 0.83 0.l7 0.96 Lanal~ 0.93 0.07 ~.00 1.00 3.00 L.00 1.00 7.G0 1.00 2.00 1.lZ 0.06 Flnnl 8at-. 1672 17s 31i0 1730 19D0 1750 3740 )i00 11$0 31$0 35A~ 136 ------------ -------------II---------------II---------•-----II---------------{ Capsaiky riis flodulu l/ol/8at~ O.Oi 0.09 0.1~ 0.06 O.OZ Q.00 0.01 0.1/ 0.01 0.17 0,28 o.7s Ctft YIOVfYt ~~~• •~e~ tf~a ~~f~ @YM 'lS010~ ie.a ia.a 8~.0 11~6 11.6 31.6 13.9 77.7 37~1 35.3 SY.9 Di.9 V011aM/CYp: 0.60 0.60 0.78 0.60 0.16 0.0~ 0.0~ O.i9 O.OS 0.60 0.53 O.S7 D~lty/Veh~ 6f.0 Si~O 31.4 96.9 51.6 49.6 aB.~ 37.] ~9.] 39.1 21.9 ]1.9 Vsas DflAdj+ 1.00 1.00 t.00 1_00 1.00 1.00 1.00 1.Oa 1.00 1.60 1~00 1.00 AdjDel/Ved~ 56.0 56.0 21.2 bE.S 51.6 19.L 46.4 ~9.> >9.2 3f.1 21.! =3.8 IGB by Flaroa, ' Er E~ Ct E D- ' D D pa C n C. ~ HC?t7kAvgOt 7 7 5 6 1 0 1 Il 1 il 12 17 ••.~ •••.a..ai ~..~a~sr~w~~eH~a~ a~~~~ twf aa~Hq~i1~r ~:~ Nsr rH ~Nlr~rr~~+~++~~~s ~ Fote~ Quaue saposCW i~ th~ nw6er a! cars p~r Sana. aza[Lix 7,6.07is (c) 7obe noxlia~ Assoa. Licensad ta CITY OF NPgtiTINO ~ie[ing }~M Paak Thu Oct 11, 10D7 14:16~26 Psge 8-1 ----'-'--__--.^'._______"'_-_'_-___-'_-_.'._".'__.______-'___._•_--___-- °- Cupertino r?A int¢eeetloo calculacioue Level oi 9ervice Canpueation Repois 7000 }IUt Ope=[tiOM fAlt~SOQ (PUCUt! VOluqlp A1GOTT1aCSVl~ •~vf~eru~~a~~e~lrwH~Att~+~~+s~~~f~+~Ha~~a~~~r~r~s~~~~~~~.r~~~r~f~~r~~rr~~ra~~a• interfaCtion t3 6Lweaa Creek 6 Mary Ava •~ra~•a~ia.HHaaa.r~~~as~~~a~aarr~~a~s~~~.•~r~~-i~a•rl~i~r.~aw~*~~~f~~~~~~R~~~• Cyele (stclr T4 ~1[ieal vol-/Cap•(EI. 0.366 Il~99 S1me (aea3~ 11 fYrP..o.O sac) Average Delay (aec/veh1+ 70.6 opcimal cyc~e~ 4b r,e.~ei ot sezviee: c+ •eNa~~~Hfi•i~~r~M~f~~~Hr~H~ e~~H~w~etir~s~1~1~ M~~a~/ff~*#~~1~ iNf i~~Nf4~~}~ ripproach: Horth eo~d SoutL 801lt1d SaiC 80UR1 N~fC BOUt7d MDV~men[: L- T - A L - T - R L - 7 - R L - T~- R ------------i---------------i i---------------i i---------------i i-___-_.__------i Ceatml. 4rocacted 4rvEecced Prot~cted Ytotected R'LgLCe: ~vclude Ioclude ITClud! Incl~Jde FS1t~. C~~wi 7 10 30 7 30 10 7 30 10 ? 10 10 .I.snae. 1 0 0 1 0. 1 G 1 0 1 1 0 3 0 1 1 Q 3 0 1 """ ""-- ~-'------"""' ~ ~"""""""' ~ ~'_""""""' ~ I""""""". ~ Volume Rodula~ Hsse vole ~ 37 3 29 70 11 17] 71~ 457 2]0 69 7S7 66 GYW7Ch Ad]s 1.OQ 1.00 1.00' 1.00 1~Q0 1.OO 1.00 L.00 1.00 1.00 1.06 1_40 Inici~l 9~s~ 37 3 79 7a li 177 11~ 937 230 69 757 66 Add~d Vo]i o a 0 C 0 0 0 0 D 0 0 0 Pa~~arHyV01~ 0 D 0. 0 O 0 0 0 0 0 0 0 ffitial FU[~ ]7 a 2! 70 11 171 73l 953 130 69 757 86 t~~r Aa~. i.oo i.oa i.oo i.oo i.oo i.oo i.oo i.ao i.on i.oo i.oo 3.00 PfiP'11Gj~ 0.9~ 0.92 0.9Z 0.D1 D.'!7 O.f7 Q,l~ 0.l1 0.l~ O.f7 D.l2 O.}~ PHF Valtmie~ ~0 3 32 76 li 1!7 2]3 1035 ~50 78 i~J 71 Rsduct Vol~ O 0 1E 0 0 U7 0 O iS0 0 0 S7 Neduced Vol~ ~0 3 7 7b 12 ~D 233 1035 70 7S 613 15 PCS AAjr 1.00 3.00 2.00 1.00 3.00 1.00 3~00 1.00 1.00 1.00 1.00 1.90 HLY Adj~ 1.00 1.00 k.00 1.00 1.90 1.00 1.00 1.00 1.C0 1.Q0 1.00 1.L0 Fiital Val.i 40 3 7 76 12 ~0 233 1035 7tl 7S i23 16 """ "'..__ I "_'.....'..""' ( { """ "' ~..~_.. ~ ( ~ """""_""~ ~ """""'_"" I 9aturaelort Ylow Modula~ Sat/Iane: 1900 1900 1900 1900 1900 190D 1900 1400 190D 1900 190D 1900 Adju?CmCati O.B3 0.95 0.95 0.92 1.00 0.92 Q.97 1.00 0.97 O.D2 1.OP 0.73 r~'^~~~ 7.00 C.73 O~f7 1.00 1.G6 1.09 1.00 3.00 1.00 1.00 3.00 3.00 P1na1 Ba.t_.• 3150 600 1400 1~50 190D 1750 1730 Q~00 1780 17Sa 5760 1750 ------------I-------=-------II---°----------II---------------II---------------I Capeclty 11ris1yei~ Maduls~ • VO1/SaC~ 0.01 0.01 0.01 O.Ot O_01 0.07 O.I3 0.18 O.p4 0.0} p.~4 0.01 ClsL MDVae, •,~• ~.rt .s~• rfr. 0rean Tlma, 7.3 50.0 10.0 7.3 30.1 10.1 32.0 30.] 39.3 15.6 93.f 29.9 Yollar/Cap~ 0.14 0.04 0.09 0.~5 O,pS 0.17 0.4$ 0.45 0.10 0.11 O.ib 0.03 Glay/Vl4~ 77.1 78.6 78.8 ~0.7 11.6 30.3 .79.5 16.9 1{.7 75.9 71,7 17,7 Usor DelAdj, S.OD 1.00 1.00 1.00 1.00 1.00 1.D0 1.00 1.00 1.00 1.60 2.00 AQiDel/Vah. ]Z.1 11.6 78,6 40.7 1~.! '70.1 7~.D 16.9 1{.7 74.9 11.2 •27.7 tA9 by Mbve, C- C C D C C C 8' ' 9 C C+ .H NCMikllvyQ~ 1 0 0 2 0 1 5 6 1 ] 5 0 i~~~M~1~i~~i~1~~}~1~i~fi~ f~1Y~~~M~i~~-~N!l~~i1~iR1f if ~~~ii~f ~~H~-~r~li~lN~f Note~ queue r~ported~is tha nu~er o! cara per lane. 1kalLtx 7.6.071D (C~ zoos nowling J4s~oe. 7SCanssA te ciTY OP NPaRCiN6 ~ W ~ 6%SiC37t$ 11M P~lk Tfil OCC 11~ 2007 14i16~7E Pig9 7-1 """"_"""""""" ""... ,... "'"""_"' _"' __ """"""""""""" Cupezcino riA Tntrraection Calculacions Lsvsl Ot Ssrvic~ Coc~utacion A~porc 200o xa~f Operatioas Necbod ('Pucura Volume Alcernativel ~et~llae~4~a~~ii~a~~ialerlil~~#~~~k~~~~~~M4~r~~~aa~~~~~~~~~~i~ler~i~~iwilrA~i xa~eraeccion fl Seivan~ Cr~ak c SB BS Ra~e . •~Ir~ii~~i~r1~~~f~ii~~i~~~iiN~y~lYiaff~11~1~d~~i~fKtf11~1~~M~~~f~~~1~~1~~~~~~i~~'~f~ Cyal• (8eC)s 11o critical Vol./Cap.IXl~ 0.4!5 7ase Time (e~c)e 9~Y+A~t~O eee) Aver~ga Dslay ts~c/nab3• 17.0 OpCiA~ll CyC1Y~ 3! I~'eY ~# 9~lVSCms C 11~~1s~}}~l~~f~~a~Kw~s~lf~~r~e~Rt~~~~fi~i+i11'~liAa~r+~4fs4}~R~tlf~ia~s~i~s~a~~a~a• ApptOtCh~ No=th Houad 9wth BotIDd FAit HOUt1Q Wasc,BOUnd MovemeaC~ L- T- A L- 7- A L - T- R L- 7- R """""'" ~"' """"'_"' I ~"""""""' ~ ~""""'_'""' ~ I""".~..""') Contsol. ProtecCSC vrOCeeCad . Droleeeed ProYected RighCOs InClnd~ Ixtalude InCluda Ipeluda Mln. bxaan, '7 10 10 ~ SD 30 7 10 10 7 10 10 Lepa! r 0 0 0 0 4 I 1 0 0 1 0 0 3 1 0 2 4 3 0 D "--..,,.""' ~"--'-----"-'-~ ~""""^""" ~ ~-""""""" ~ ~"""""""' ~ Voltme Hadula~ 8a9e vo]: O~ 0 0 170 0 101 a io~3 SYO 172 681 0 OrpqCh Adj. 1.60 1.00 1.0D 1.00 1.00 Y.00 1.00 1.00 1.06 1.00 1.0~ 1.00 IniClal L6l: 0 0 0 ~7G a lOS 0 1013 1D6 177 fi61 0 Added Vnl i 0 0 0 0 0 0 0 0 0 D 0 0 4seearnyvol. o 0 0 0 0 0, 0 0 0 0 0 0 Iaieial Tut, 0 0 0 B~0 0 101 0 10~3 1~0 17] i61 0 ueer aAj~ 1.00 1.00 1.00 1.00 1.00 1.oC i,ao l.oo ~l.oo l.oa 1.0o i.oo PHP~Adj: 0.!] 0.93 0.87 0.97'0.97 0.91 0.97 G.9a 0.9s ~0-9~ 0-92 0.42 DHT Volum~~ 0 0 0 9~i 0 110 0 1134 i96 U7 7SB ~ RCd~CC VO1~ 0 0 U 0 D 67 0 0 123, 0 9 0 RWUead Valr 0 0 0 9~6 ~ 43 0 113~ '13 1!9 71! 0 xs adi, ' 7..oa 1.00 l.o0 1_0o i.oo 1_0o i.oo l.oo s.oo L.ao i.oo l.oo ru,n Adi~ i.oo i.oo s.oa i.no i.oo i,oo i.oo 3.0o i.oo i.oo i.oo i.oo ~Sna1 v~ol,+ o 0 0 !*o o t3 9 ii3t 73 ia~ vie o ------------I---------------II-------------°-II-~--------'----Il---------------i B~CUratlan Flow ModuLa~ Sat/Lan~~ 1900 1900 1l00 1DOD 1700 1l00 1900 1900 1900 1900 1l00 19Q0 J~djvs[m~nt~ 0.91 1.00 0.92 O:Y7 ~.00 0.9i 0.97 0.99 0-93 O.l3 1.00 0.9] Lenlf~ 0.00 0.00 0.00 3.00~0.90 1-00 0.00 3.75 O.~S 2.00 3.00 0.00 Flael 8at.: 0 0 0~950 0 1750 o io~e ~s7 3150 3eo0 0 ------------i----°-------° ll----------....--II---------------II--=-----------*I Chpatity Atuly9ls }lOdule~ voi/eac. o.ao o.oo o.oo o.is a.oa o.a~ o.vo o.ia a.is o.os o.is o.oo Ctic MovGes •~~~ r~+~ •~r• Gr~ea Titna~ 0.0 0.0 0.0 E1.6 0.0 51.6 O.Q 43.{ ~3.~ 16.0 59.4 O.G Voluus/C~p~ 0.00 0.00 0~00 O.ls 0.00 0-OQ 0.06 O.l~ 0.~~ 0.<1 0.36 O.CO ne2ayJveha 0.0 0.0 D.0 2~.8 0.0 40.1 0.0 28.7 ~~.T 91.7 19.~ 0.0 usms asU~di. f..oo l.oo l.oo L.oo l.ao L.oo l.oo l.ao i..oo 1:00 1.00 l.oo AdjP~l/VRh: a.0 0',0 0.0 24.s 0.0 20.3 0.0 19.7 ]9.~ 51.1 19,4 0.0 L09 by Hbve~ 'A A Il C A C+ " A C G D- 8~ ~ 9CM]kAvg{'~~ 0 0 0 9 0 I 0 9 9 4 B 0 1rR~ R ~ t~ R ~1 ~1M ~~ ~ ~~ ~Nr ~N ~ ~ ~ ~ ~ ~ rs~ r~ ~~ ~~ w ~ ~ ff ~ ~e e ~e s1 ~ i ~~ itN ~ f ~ ~~YM~ ~ e~ ir N! M 1 ~~ 1 Npt~r ~tau~ repor~ed ie eha m~rtb~r at c~r~ psr lana. 17RfSiX 7.8.0715 (C) 200b D0~11YIQ A660C. LSC~!!d tb CITY 6F C13PE&TINO ~ W v ESCisting NM Psak T7u Oet il. 4007 1C=16~~E Pag~ 8-1 "._...."""""" """"'^""""""""""""".~......"""""""" ~R~pertino TIA Sater6eCtion Calculacions ~ Level Ot Besvfce CanpaCation Aegort 100D HC17 Operattm+~ Method (PU[Ure Volwne A1CemaClvll i~LrN1~1~~i~~~~e{~4e1f~t~'tki~r~l~f~~a~}~R~~~~Ma~~11Mf~~~4i~~1~~~4~l~1a~~a~s~1i~1• 2ntersectiallEs Scevens ~eek 4 xe i5 Raops efll~~'~IIY111~1-i~~1~1~1w~~rft~~f~l4ii~4~{IA~~~1~~~U~~rV1l~~111MYffr~~ae~V~f~11ifM Cycle (fec1~ ' 126 CriCical Vol./np.(XJ: 0.625 Loas Tinre (ascle 32 (YaR~4.0 i9C~ Averaga Deliy Ixe/veh). a1.9 Optieal cyele: !3 i,aval oi 8csvice. C ~f~tii~irfl~~f~il~i~i~~1Ir~4~i~~irlli~fil~N~f~YI~~~fk~Hf~~ti1MY~~~~~i~i~t~~J1i~i~ A~iWCh+ NOYCh BOl7Cd 5ouLL 80LLt]d EatC Hot]Rt~ ~~t Do1171d ?bverteat~ L'- T - A L- T - R ~ - T - R L- T- & """......"I """""""' ~ ~ _""_"' _""'' ~ """"""""~, "" """'""'' ocacml, splic Phasa 8pltt 4bass Xrot~uG Parmitc~d Aights~ , Include Include include Ignora MSn. f~een: 7 lo l0 7 10 l0 7 10 10 7 10 1D r,anae= o i i o o, o a ii o i ~ o a o 0 0 0 3 o i ._..."""' ~ """"-'-"-', ~ - ° "-'_""--- ~ ~ --""""""'' ~ """""""' ~ voltltoe tnodu2~+ 9sae Vol~ i0 83 0 2I! 3 ]61 661 12a5 0 0 Sil ~S5 Growth Ad~+ 1-60 1_DO 3.00 1.00 1.00 1.00 1.00 L.06 1.00 1.a0 1.00 1.00 Sa1Gie1 86~: 40 B7 0 ]2S 5 361 681 1245 0 0 b61 494 Ad0.8d Vpl~ 6 0 0 0 0 D 0 D 0 0 0 0 4eSeeY8yVO1+ 0 0 0 0 0 a Q 0 0 ~ 0 0 Iniclal F'~lts 90 87 D 77B 5 361 581 1a~5 0 0 663 l95 UslY Adj~ 1.00 1.00 1.00 1.00 1.00 1.D0 1.00 1.00 1.00 1.00 S.R9 0-00 DHF Rdjr C.97 0.92 Q.YZ 0.91 0.92 0.93 0.91 0.99 0.92 0.9] 0.92 0.00 PJ1P VO1faM~ 43 90 U 2{B 4 1B1 740 1353 0 0 S10 0 AWuct Vol~ tl 0 0 0 0 ]ID 0 0 0 0. O 4]0 Aeduced'VOl~ ~3 80 ~ O Za8 5 157 740 175] 0 0 610 O ves nai• i.oo i-ao i.oo x_ao x.ao i.oa i.oa i_ao i.ov i.ao i.oo a.oo MLF Mjr 1.09 1.00 1.00 i.ao 1.00 1~OD 1.00 l.OG 1.00 1.00 l.o0 0.00 Finel Vol.. 43 9u 0 2~8 5 ~157 7a0 1353 D 0 610 0 ------------I-------------•-II*..------------il--------------•II--------------r) 6aturacioa Flow Motlulea ~ Bei/Lene+ 1900 1400 19U0 1900 I900 1900 19D0 1900 1900 1900 1900 1900 Adjnatmaxttr 0.lS 0.!! 0-91 D_BS D-95 0-93 O.B3 1.00 0.92 C.91 1.00 0_92 Lansai 0-67 1.33 0.00 O.~S 0.01 1.13 ~.00 3.00 0.00 O.OQ 3.00 1.00, pinsl sac.r 17~3 2~96 0 23ti5 79 2164 IlSb }f7C0 D 0 5700 1~50 -°-"""" "-"'_""~~'-"""--"-°lf-'------" Cspacity ysie Module: wi/s.t. e.o4 0.04 0.00 o.ia o.ia o.o~ o.sa o.s+ Crit Mowe, ~~a~ +~~r •~ar pier7t Tl~al~ 10.6~ 10.p D.0 34.3 ]4-7 34.J 53.8 63.7 Volune/Cap~ O.a3 0.t3 0.00 0.61 0.64 0.25 0.6~ 0.~3 D616y/V~l1t 8L.7 bd.7 0,0 4I.f ~4.5 37.3 34.A 17-9 Uear Da1Adj~ 1.06 1.00 1.90 1.00 1.00 l.OD 1.00 2.00 xdjDal/veh, 56.~ 56.7 0.0 42.5 ~2.3 33.D 34.a I7.8 iA9 by MOV~ ~ t* C+ 71 p D C- C- nc~t~xnvgpr 3 3 o iz ~ a 1~ xo eY~Yf~a~li4~k~i~A~i~~l~etr4f~vtNrrl~f~Y~YA'~i~4flr~i~~~t+1 Note~ Qwue raportpd 1a the numEser ot cu~ Dar Sana. -----ll----°~-^-,----1 o.ao o.oo o.is a:oa .... 0.0 D.0 19.9 0.0 0.00 0.00 0.6t 0.00 0.0 6-0 50.1 0.0 i.oo i.ao i.oo i.oo a.o o.o so.s o.a e' A A D a o s •o rr~~AM*~~M~~~1f i~~wf~h~~ Tls.tflx 7.8.D715 (c~ 2Q04 DGtlSnglllex. T+lewad to CITY OF WP6ATSNO 6xifti77g A!t PealC Thtl OCC 11, 7007 1~:16,16 Paya 9-1 -°' -"'--"'-"""--,,.."""""'-""""""""...""""""""""' Cupercino TIA Incetaectioa calculatian~ Level of 6ervlca ~Gbnputatlon Repozc 7000 SCF! Operi~ians MaCbad (Fvt~e Volim~e AlcezoaCive7 •~a~~~~.r.ry•.•ar•i~~a•~.~~a•~~w~~~+•~wraa•ar~~a+aw~a~~•aa~ar~~~~~~a~~~~~~~~.t• mtarsxcion !4 9cwans Cr~~k c 9talling Rd w~ih.«..~~f..f.~~~a.o....~.~.~~~~~~..•re...r~~e~rs~•~a~~~~~e~r..Nf~e.s~srx Cyole fseal, 9o Cricieal vo1,/csp.~x). 0.777 Loes TSKa (de) ~ 1] (Y~A.9.0 ua) Awrag~ Delay taaa/wbl i 37, 6 OpGimal Cyel~r 61 Ireval D[ &ervice~ na •..a~,•~aa....~..a•.a.aa.aa..a.e•a..rr.a.re.••...r..s...r.~r•.~r.a..s.re.a~~.kt. ADDraach~ Nartb Samd souch Haund Eaat oound kVSt iaufd Novemenc~ _ L- Y - A L- T- A L - T,- R L- i- R --•--•------f---------------Il---------------ll-._------------li---------°----f Contsol. Mot~CCld PzOCECLed proteceed Protaeled AighCAa InOlud~ saclud~ ixlud~ Includ~ xln. pre~a~ 7 SO 10 7 10 10 7 10 10 7 10 ~i0 Lanet~ 1 0 7 o i 1 0 7 0 1 1 0 I 1 0 4 0 3 0 1 ------------I---------------11---•-----------II---------------li---•-----------I vcl„p. 1~a,ste, SLi@ VO1~ 39~ ~4! 2~Q =02 35~ 291 7~a ~17 193 417 667 147 OrOwCh Adi~ S.DO 1.G0 1.OC 1.00 1.00 l.OC 1.00 1.00 1.00 1.00 1.06 1•00 Iniciil Dee. 39] 3~! ]l6 702 369 1!1 7a8 417 393 M3 563 142 aaa.a voi. o• a o o a o 0 0 0 0 0' a vaee.rnyvol. o 0 0 0 0 0 0 0 0 0 0 0 Initlel PuGa ]93 S!B ]46 202 ]5~ 191 7~d 4U 197 ~43 6E3 147 vse: na~~ i.oo i.oo i.oo i.oo i.oa i.oa i.oo i.oo i.oo i.oo i.oo i.oa pA~T 7~ji 0.9] 0.l7 0,l1 0.!] O.l2 0.92 0.92 0.92 0.82 0.97 0-92 0.99 e~iP Volume. ~ri 596 ~5~ ~]0 3B5 20e 27o itA ]30 aa] 72t SSi AldLCt VO~s 0~ 0 146 0 0 1!f 0 0• 95 0 0 137 Raduemd Val~ ~]7 S!6 71 2zD 784 ]9 ~7D ~+! 115 ~~i2 T11 27 PCS Adj~ 1.90 1.U0 1-DO 1.00 1-00. 1.Q0 1.00 1.00 1.00 1.00 1.00 1.00 MR Adj: . 1:00 1.00 1.00 1.00 1.00 3.00 1.00 1.00 1.00 l.OG 1.00 1.D0 Pinal Yal.~ A77 S96 71 770 ~eS 39 270 ~a8 135 ~8~ 721 27 ---•-------- ---------------II-------_..-----II---------------I1---------------f 9aGUtaeSOG F~ Tb6ltl~s !at/Fanas 1900 190D 1-00 ~900 1900 1900 1900 1900 1900 1900 1900 1900 11d~ultm~nt. 0.!] 1.00 ~.97 0.9II 1.60 0-97 0_9] 0_99 0-45 O.B3 1_OC 0-97 Ia77esr 1~C0 7.00 1-00 1.OQ ~.00 2.00 1.00~1.3'7 0.63 2-00 3.90 1-00 Rinal BaC.~ 1750 3800 1750 175C 3800 1750 17Lb f456 1149 7150 57D0 1750 _.•_--------I---------------ll----------°---II-----°--------Il---------------I CaPaciCy Analyais Modula: VO1/8at~ 6.]4 0.16 D.01 0.13 O.3Q 0.62 C.SD 0.30 0.10 O.3D 0.13 0.02 CY~L MOVl6~ •~~f -t~w •~~• •.• Oslm Tttr~ 30.5 73.9 23.9 19.2 17.6 12.6 19.2 2~.1 1f.7 70.2 15.Q 15.{ Volume/Gp. 0.77 0.l9 0.15 0.54 0.7~ 0.15 0_7Z 0_61 0.61 0.68 0.71 0.09• Delay/Veh~ 73.5 31.~ 26.0 3l.6 d5.7 35.4 ~4.4 38~1 7/.1 37.1 39.6 31.7 Vl6r DllAdj+ I-00 1.00 1~00 1.D0 1.00 1.00 1.00 1.00 1.D0 1.00 S.CO 1.00 AMJDn1JVeb~ ]].S ~1.3 76.0 38.6 4¢.~ ~S-1 94.4 31.1 ~A.1 37.1 a.9.Q 33.7~ I.OB hy l~we~ C- C C D+ II ~+ D b+ bt U+ D~ RC]11kAvgQc 11 i 2 7 T S 9 6 i 9 ! 1 ~ii~ii~1~~4~~~f~~~fi~~i~~~~I+4~~~1~ii~~l1~+~~i~~fiit~f~N~At~fktl'I}rNi~f\tH~f-1 Not~: pu~ua reported i~ tM nuab~r of eara pnr lane. 1k~ELix 7.B.07i5 lQ) 2006 OOw11ng ReeOC. LSCenCed CO CITY OP CtlP~lTINO 8cietix~g AN F~ik Tpu OCt 11, 2007 19:16.Z6 Page 20-1 ""._.. ~ ... .. ... . . .. . ~ ~. _"""""-- `-"'-..-"-"'---"-' _".."` "-"""•"' Npertina SIA 2Y~cezseccioa Celculatiane • Level Ot Sesvice CbepuGa[ion Aepozt ' =OOO HQt ODaracians Method IP4ture Yoluma Altaztacive) •.a..•r~~~~esare•a7~e~rr+..~su~•a.a~t~~w~s~•a~r•4w~a~~~~r~+H«~~~~~~a~a~~~~a~r lnteraeccioe La Sceveno Cr~~k e SAICIi ~ •f}i~~~1~~\f~Y~~~~f~~A~to~~~~~t~e~N~f~~11~u~i~~~~e~~tltN~ff~f1~~~~~~f~4f~#1fi~~i CyCle (eec)a 11G 41kiCa1 vol./dp.(x)~ 0.l75 Loaa 21m~ (;e0ya 9('irR.o.O aee~ Awraqe 4elay (rec/veh1~ 15.2 Optimal Cycle, ~6~ Level Oi 9ervice~ B •~~ai~~~s~~i~a~a~~~~~r~~rr~~~~~a~~raal~s~~~~I~~~~w~Nea~iea~4~i~i~iw~i~~M~~~~i~+ Appxeaeh: Nozeh eaund 9eueh Bauvd Ea~t 6ound wast aoimd 74ov~nat: L- T - R L- T- 8 7. - T- R L- T - A ------------I---------------II---------------II---------------II---------------I C01lClO1~ P10L~Qtld YSOC~CCd ptOt~et~d ?~riRltttd Riqhce: Iqeluda Ixlud~ Include SaxluQe lLLn. Oreea~ 7• 30 10 9 10 10 7 10 19 '/ SO 10 Len~~~ O 0 0 D 0. 1 0 0 0 1 1 0 3 0' 0 0 0 3 0 1 ------------I---------------II---------------If---------------II----•----------I volesae NoCU1a i BsBt W1: 0 0 0 34 0 103 258 OAO 0 0,090 60 pzoath Adj. 1.00 1.00 I.DO 1.00 1.00 1.00 i.ua i.oa 1.00 1.00 1•00 1.06 Initial ses. D 0 0 3l 0 103 4S9 !3D tl ~ Y88 60 rda.a voi~ o a o o a o a c o 0 0 0 Paee~r8yVO1~ 0 0 0 o C 0 0 0 0 0 0 0 Isiitial Yut~ 0 0 0 34 D 203 259 836 D 0 Y9i 60 ucu naj~ i.oo i.oo i.oo a.ao t.oo 1.ao i.oo i.oo i.oo i.oo 3.0o i.oo PHP Adj~ 0.92 0.92 O.C2 C.97 0.9] 0.93 0.97 0.9] 0.97 0.92 0.92 0.l2 sxi+ voim,a~ o 0 0 » a ua sa~ sax a o s~a ss RlduCC Y01~ 0. 0' 0 0 0 9Q 0 P 0 C 0 47 A~duc~d Vol. C 0 0 37 O 23 ]BZ 90] 0 0 976 31 PCS Adi+ 1.OC 3.00 ].DO 1.00 1.00 1,OQ 1.00 1.00 1.60 1.00 1.00 S.OD NLP Adj~ 1.00 L•00 5.00 1.00 1.00 1.00 1.00 1-00 1.00 3.D0 1.00 1.00 Pinai Val., 0 0 '0 37 0 21 287 902 0 0 976 79 ------------i-------------°fl-°------•---°II----°°-------il---------------I Sacuracioq vla+v Module. 84EJL4ne~ 1900 1900 1-00 1900 1iQ0 1900 2900 1900 ID00 1900 3900 1900 lld]uiCt~MlLi 0.92 1.60 0.91 0.91 1.00 0.91 0.9] 1.D0 0.92 0.9] 1.00 Q.99 l+sifesi 0.00 0.00 O.OD 1.00 D.00 1.00 1.04 3.D0 0.00 o.oa a.DD 1.00 Fiaal 6at.+ 0 0 0 1750 0 175D 1750 570D 0 0 S'100 1750 ------------I----------°°-II------°--------II---------------fl--~----------° I Capacity u~alyei~ krodule~ vol/Sac: 0.00 0.00 0.00 0.03 D.40 0.01 0.16 0.16 0.00 0.00 O.t7 O.Os C11C HDViY: 4~rfr •~a• sara Green TSme, 0.0 0.0 0.0 30.0 0.0 10.0 {4.1 91.0 O.D 0,0 4G.9 ~t.! Volsmie/C6pa 0.00 0.00 0.00 0.2] 0.00 0.14 0.~0 0.19 o.oa O.CO 0.40 0.63 D~lsy/vOh+ 0.0 0.0 0.0 49.i 0.0 47.8 26.1 7.0 O.0 0.0 21•3 11.1 U6ex' DalAdja 1.00 1.00 1.Op 1.OG 1.00 1.0~ 1.00 I.OQ 1.00 1.00 1.00 L.OD AdjDal/Veh~ 0.0 0.0 0.0 49.8 0.0 47.8 15,3 Z.G 0.0 0~0 32.3 1l,4 LOS by Mow+ A A' A D A D C A A A C~ 8- 8Q1~kAv9Q~ 0 0 0 S 0 1 7 ] D 0 i 0 4~~~Tf~ii+IS}~a~1~i~ir~/f~t~~i1~iNl~r~k~~i~*~f~fH~#~~~1*i~i}~1~f~fa~}k~~ifi~~~• Nota~ Queua reparced is tha awbar ot eus pes lane. ~ 'ha!!1X 7.i.0718 (C) ZOOb DOrtllDg ]41sOC. LiCl71[!d CO CI7Y OF CVP6P.TINO m W ~ ixittfng Au ve:k 1riu occ ii, 7007 1~.16~26 nsg~ 11-1 _______________'....___.. .__.__._-----------~__________.__..________...__._ Cup~reSm SLA iaeerseccion Gleulncians Geve1 OL 8czvic~ Camputation kapert 2000 8C-s ODeraCiona Mecl~od (i'utvs! Volume R1CernwClve) ~~fi~~i11~V~1~~~~i~if~~~1~1~~~ii~ii~~~N~i~~i~~i~~~~#~~~~~~~~~t1~~r~~Y~~1i~1i~1~i~~i• ineersaccson ~7 Se~wn~~Cr~ak ~. sza~ley •~If~r1l~I~f~e~~r1~~M~N'}M~~~~i~~1i~~a~~f~~~~~~1~MS~~wie~~tHfii Cyels isec):e•!' 1to erietcal vol./Cap.(x), 0.~~7 Loss Tima (aec1~ 12 IY+A~4-0 Yec) Aver9~gs Delay (sac/vehl~ , 18.1 apt4ual Cyale~ 39 Laral OL Berviae. . ~- ai~~~~•~.a.«•a:~~~Haa~r~4«a~.a~A~~rHr~~~+~+~a~lara~~Ir~~~~sa~r~~ar•rea~~s~sr• Appio~cli~ NetLh lptmd • 9outh 8ound £aat Sdafd Ncst Aound Fbwm~ats L c T- R L ~ T - IC L- T- R L- T- R ""'"_"""I """""""" ~~-~.'"""""" I I"__"'""""..~ I"""""."" I tmtrol. D~tmittad p~mieted ~zoaeece8 rrot~cced Piyhta: includs Iri01UC~ tacluda Include ltin. Graen~ 7 10 10 7 10 20 7 10 10 7 SO SO L~na~~ 0 2 0 0 1 D 1 0 0 3~ 1 0 7 O 1 1 D 1 1 0 ""--""`.. ~"""""""' I ~""""""--' ~ ~-'-"""""" ~ ~"""".."_"' ~ volmns Modula ~ sae~ vo1. i~ 24 7 36 9 ls ISO sQi ao Za ese ioi crowcti aaj~ i.oo i.oo i.oo i_oo i_ao i.ao i.oo i.oo i.oo i.ao i.oo i.oo micial as~~ 14 a~ 1 36 9 ~ iDO s6x so 2e Bse loi )ldded Vol, 0 0 D ~ 0 0 0 0 0 Q 0 0 0 Fsaa~rL~Nal~ 0 0 0 0 o a o a 0 0 0 4 Inicial PtaCx 14 24 7 3!' 9 22 180 661 ZO 76 65B SOH v,or ~i. i.oo s..ao i.ao i.oo i.oo i.oo i:oo i.oo i.ao i.oo i.ao i.oo pEiF Ad~~ 0.-1 0.91 0.97 0.41 0.9] O.f7 0.l3 0-94 6.93 0-97 0-93 O.D] pl~' Vo1nM, 18 1S 7 39 30 24 163 7SY 37 30 933 117 P.educt Vbl~ 0 0 2 0 0 35 0 0 9 0 0 16 AldyeW Pola 1S 3! 0 39 30 8 163 73Y 13 30 973 109 res r~ai: i.oa i.oo i.oo i.oo i.ao i.oo i.oo i_aa i.oo i.ao i.oo i.oa NLP M~i 1.06 1.00 1.00 1.C0 1.00 1.D0 1.00 1.00 1.OO. 1.00 1_00 1.00 FiLil W1.~ 1S 26 0 3f 10 8 1G7 ?3Y 13 30 937 101 --'--'--`-"~"""""""' ~ I"""`-'--"" ~ ~""""""'^" ~ ~""...""""'~ SetuYetiW Plov Modul~: S~t/LiiDe~ Si00 1900 2DDa xf00 1l00 i9o0 1900 1D00 1900 i9o0 1900 1900 ACjuEU~Mts 0.96 0.98 O.Y1~ 6.l5 0.l8 0.l3 0.93 l.OD 0.92 0.9a 0.94 ~.95 nsnas. ~ 0.77 0.63 1.06 o.BO 0-20 1.00 1.OD 7.00 1.00 1.00 2~E9 0.~1 Piasl S~E.~ 663 1131 1750 11t0 360 1756 1780 4700 I7S0 1750 50~5 53~ '_-'-"....~~"""""""', ~"""""""') (-"""'--°"'~ ~"-""""""~ Capaclty Analywts Nodulei vol/BSt+ • 0.0~ D.07 0.00 0.03 C.03 0.01 0.0! 0.1] 0.03 O.C~ O.1B O.li C1'iE Novef~ ' ~~A~ ai~~ . •wr• breen Sito~: lo.0 10.o io.a 1o.'a 10.0 30.0 19.3 !8•! S6.S 21.3 Il.6 Sl.D Vtllume/Caps o,~e 0.4~ O.CO 0.~0 0-30 0.06 0.34 0.74 0~01 0.9i D.7S tl.7D aaleylVeh~ 60.2 50.2 ~S.! 81.~ 52.3 ~s.~ 74.5 lt.a 3a.2 3o.z i5.i is.i vser na~ir L_oa i.oo i.oa i.ao i.ov x.ao i.oa a.oa s..oo i.oo i.oo i.oo Ad~Del/Vel~i 80.3 50.7 46.5 31.3 53.3 4Q.4 31.5 1~.0 1~.2 3~.1 15~1 18.1 LOg by Nove. D D D D- 'D- D C- 8 D C B HOS7kAVgQa 7 Z O 2 2 0 5 ~ D 1 7 7 f~r1RH~ i~N~ ~~ ~~~~~ ~i~ra a ii~ i~H ~~1 ~ a~fa~1~~ ~~i ~ if-1#~! ~ NM~i~ ~~~1~~ I~ ~r~ ~-IYMi Dtot~. 9urua z~pert~d io th~ auffiar at cars psr xane. 6xtaciag 7~M aeak ;hu Oot 11, ]007 ia~l6rae eage 14-1 ---------•..--------- °---------------•------_.....--°-----.,......--°..-'-- CupertLno TIA Sncar~ac~tan Calculatioas Level OL Service Canputetion Reyozs So00 IIfYN Opersciona Method fFUCUre volu~e Alcamstrvc) •~i~~f~~~~f~r~4~rl~Htff i~i~t~tale~il~}~~~~~~i1~f~i~~~~ iNri~lk~i~fi~~ /f ~1f 1f~~IW Intereaetion Ilt Btalliag i ozemlaat ~r~~~rrar~~~~~~ai~a~.~.•su~ra~.~••a..•.••e~>~».~i~~r~•~s~r~r~•s~.r•rr~~~rr~y~+• Cye1~ (eec)+ 100 Critieal Vol./Csp.(7C1~ 0.598 Los~ Time Isecl~ 12 fYaR~~.O seel Aveza9e Delay (eec/vel~ ~ 13.7 ppc;mel c.yc.t., ~a L.val Ot eetvSCe: . ~ s:.~•r•~afa~*~~ss.ul~~~.~~~r-ra~•rr.•y•»ses.r~~~a•r4fHN~*i•~ra•~~a~.~aak7.~~~ Apprauh~ Norch Haund B~outh Damd Entt 8oond Naet Hound MovCmsLti L- T- ll L- S - R L- T- R L -'I - R """"""'''""' __ _ __ _"" ~ I """" """" ~ I """"""""_ ~ ~ _ ~ _' ____""^" I Cantrol~ Pesmitted Pexmitced PetmiGttd Fum3LGl6 Aigktaa lnelude include xaclude snclude Mip. LYSenI 7 10 IO 7 1D lO 7 1D 10 7 10 10 Laae9 s 0 0 11 0 0 0 0 1 ~ 0 0 a D 11 0 0 C 0 1 t 0 0 """"'.~. `"""----""' ~("""""""' ~ ~"'...."""" ~(-'-------""' ~ Volume Madul~i " Base vol~ t~ 636 ~~ ~9 615 30 109 10 31 74 35 31 arowtn nai~ 1.0o s.on i.oo i.oo i.oo i.oo i.oo i.oo 1.00 i.oo i.oo i.oa In3tial Bsea 1f 656 3~ Y 515 5D 109 20 37 34 14 32 nddoe vol. n o a o 0 0 0 0 0 0 o n PasSaiByvOle 0 0 0 0 0 0 0 0 0 0 Q 0 lnitial lUG~ LR 656 21 9 313 50 109 20 32 ]4 SS S] veer ~i. i.oa i.oa i.oo i.a0 i.oo i.oo 1.0o s.oo ~.oo i.oo i.oo i.oo P8F Rdja 0•92 0_92 0_97 0.92 0.91 0.9R 0.92 0•92 0-52 0.92 0.9~ 0.92 DHP VOluee~ 15 T13 76 10 ~60 54 11! 33 3S 37 16 3S Aad~t vol, 0 0 1 0 0 3 0 O 7 0- ~ ]~ R4dtic06 VO1. 15 713 ~6 10 960 ES 318 Z1 1B 37 16 1] ece aai= a.oo i.oa i.oo i.oo i.oo i.oo i.oo i.oa i.oo i.oa x.ao i.oo HLV Adj~ t.oa L.oo x.oo i.oo i.oa i.oo i,ao i.oo i.oo i.oa i.oo i.oo Final Vol.: 15 713 15 10 S60 51 139 2] 78 3T 16 11 """ "-"' ~"""""'-'-' ~ ~--'-"""""' ~ ~""-"'"""" ~~"""""""' ~ eaturatloa frlar isodule, ' 8ac/Unaa 19ao 1400 1900 1900 19D0 1900 18ob 1900 1900 1400 S90D 1900 AdiaBtmenE~ 0.91 0.9] 0.9] 0.97 0.9] 0.l1 D.97 0.92 0.92 0.97 G.92 0.9~ Laaee+ 0,77 0.95 0.03 O.tl2 0.40 O.Oi 0-70 0.13 0.19 0.58 0.74 0.17 FS7sat Cit.~ 3S 1656 5~ ~t 1b9~ 144 1734 116 1B9 1010 446 ~95 __-----___.^~.'_____________~~-..__.'_'....`_{~_____-^."__•__~~----`---`_"-_'~ Capacity 74nnlyris Modale. Vol/Bats 0.4] 0.~3 Q.13 0.35 0,75 0,35 G.SO 0.30 0.10 O.a4 tl.0~ 0.04 CYit Mbveei *+•~ •' C~reen Tiroa~ 77.0 71.0 77.0 71.0 72.0 7~.0 16.0 16.0 16.0 16.0 16.0 16.0 Voluau/dp~ O.6D 0.60 6-60 0.49 0.~9 O.ai 0_fi0 0.6D 0.60 0.33 0.21 0~23 Delay/veL. 9'-Q 9.0 9.0 7.S 7.S 7.5 48.1 ~8.1 iB.l 39.5 38.5 39.5 veer n..usdj= s.ao Y.oo i,oa i.ao z.oo i.oo i.ao i.oo 1.oa i.oo i.o0 i.oo AdjDel/Ve6~ 9.0 9.0 9.0 7.5 7.5 7.5 iB.l ~l.1 48.1 36.5 3l.S 38.5 706 by Move~ A 'A . A A A A D' D D W D+ D RQ17kAv9Q~ 1] 1J 13 8 ! ! 8 6 5 3 2 2 ~k'Y~iA~'~tf~1~Y~I~~i~f-i~~~i~i~r~~Y~4ti~~i1lfl~rHtY1~~~fi~i1f11`i1r~i~~rff~~*R11~'f~Y-f ]lotes pueue r~parted te tl~e nwVar of Ctrs pet lape. iFaLttx 7_8.0713 !c) 2006 no~+ling aswc• Licm~sd to CIT1C OP GV9ERTIIQO ~ Tsaf£i~c i.8.0713 (C) EOD6 Dawling l~fsoc. Licaased Eo CITY OF CUPSRTSNO gxt~tiag AM Aeak thu Oec 11, soo7 1a,is~a6 page 13-1 _-_--`-_-.~..,.-~..--__..__~_'_•__..__.•_'.___..__.-•__'---------'°__-_.-__^•_ Cupertioo TIA interseccion Celwlscioas ~ , Level 0! Sazriea Cai@uucian Repore 300o gai operntiona neteod IPUCUZe Votume Alternative) a~~aa~.rar.a~W,ri~~Aa~~~~r~~~~~~ar~a~~~s~a~~~a~arr~~~~rea~ei~f.~ieia~f~~.~a~t~st~ 3RGlSl'lCCSOM1 /9 SLl1117g 4 MC[1l11YII •~-+.~fa~~~~af~~ra~e•aaO•r~INr~•~~•i~r~r~Hf~iN~~4~~r~~e~N•~aasrf~~~raaaaaa~~• Gycle 1seel, 9o Cri[ical vol./Cip.IJCIr a.67H ' ' Los8 7'ime HeCi~ l7 (Y+A~4,0 eec) Avazaga Delay (seC/v!h)a 36.5 OpCfmal Lycl~i SS Lwel OS 8ervin~ ' D+~ a-a~aa~~a~ry~~aa~~r~e~~e~~~~raw~+~r.ea~.~a~~~~~~~s~~~r~~.•ar~a~N~aas~~a~~~r~~a~~7~~ appreach~ Narth swnd 8outh laud ~ 8a~c Boucd w~t aouod , MOVlmInC i• L- T - R L - i-. R L- T- R L- T- R --------•---i--------__°._--II---------------If---------------il---------------f Contral. arocacied. rzocected Prot~ec~d eroteeced ]lighte+ meluda saclude Iaelu6~ ine3ude HSn, 6rem. 'I 10 10 7 10 10 7 10 • 10 7 la 10 ., Lane~~ 1 0 1 1 0 1 0 1 1 0 1 0 0 2 O 1 0 1 0 1 ------------I---------------II------.___.----II------=--------fl---------------i ~roi~ ~e~ B06a VO1~ ]13 551 74 113 69 69 1D1 1s9 ~1 $6 ID~ 1S! • arorch nd3~ i.oa i.ao i.oo l.oo i.oo 1.0o i.oo i.oo i.oo i.ao x.oo i.oo ' Inicial Bsm. ]13 iA1 ,75 133 E9 E9 7B2 2a9 li 51 79~ iS9 nddW vol. 0 0 0 0 0 0 0 0 0 0 0 0 Pssa~zaytbl~ 0 0 0 0 D 0 0 0 0 0 0 0 . IniEial FUC~ 213 SSl 7S !13 69 69 ]9] 249. I1 56 ]94 IB9 oser adj= L.oo i.oo 3.0o t.oo i.oo i.ao 1.0o t.oo l.oa ~.oo i.oo i.oo 9!4' M~. 0.97 O_9~ 0.94 D.92 0.91 0.9] 0~9J 0.l7 0.l1 0.l2 0.l2 0.97 ' FHP VOl1AOR. ]33 S99 /2 173 7E 75 d17 277, a5 61 310 1T3 • N.eQuaE Val~ ' O 0 57 0 0 36 0 0 ]S 0~ G 1~7 RMItCGd Vol~ 231 699 18 17] 7S ]! !1T 771 ]0 61 320 ' 31 Pca J1ej~ L.oa z-oo l.oo l.oa l~ao l.oo i.oo i.a0 i.oo 1.00 x.o0 i_oo MI~ Ady~ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00• 1.00 1.p0 1.b0 1.00 !'inal Vol.~ 2~3 ~09 ]S 1]7 75 ]B 317 171 ~0 KS 7~0 3i ~' _._.__^_`__~~________..'____~~_...______.-~--{~'__.______'____~~___-_.._«..'___~ . sa[uration I'Sow Mqduls~ 8at/I,snei 190G i906 SiOQ 19G0 IA00 1f00 1lDO 194C 1l00 1900 i900 1900 ~ AttJwtmeat. D.lt 0.9~ 0_9B 0.92 0.99 0.!! O.f~ 0-95 0.8D 0.92 1.00 0.92 Lanme~ 1.00 1.9] o,OC' l.oa 1.30 0.70 1.00 0.90 0.10 1.00 1.OQ 1.D0 , Pinal Sa[_. 1750 355/ 1{6 1750 ~433 12iS 3750 167~ 177 1750 1l00 1750 """""'_ ~ __""""'""' ~ ~'. _._........;"_'`~ I..."""'....'." ( ~ _______ ____""' I . . Capa~cicy t~nalysi~ Modul~~ Vol/Sat~ 0.17 0.17 0.17 0.07 0.07 p,03 0.1! 0-17 0.1Y 0-03 0_17 0=0~ ~~~ Hpy~~ e~-~ ' x~~~ ' ~r.• •r.~ ~ Green i3me~ 17.7 77.3 Z7.3 B~7 1~.4 14.• ~l.0 33.6 71.6 1~.7 72.3 22.3 VOlWk/dip~, 0.69 O.iC O.i~ 0.6! 0.19 0.19 0_6B 0.47 C.{7 0.11 0,68 0.07 Del~y/Y~~ 55~1 3~.6 31-6 57.5 3~.~ 33.1 37.7 15.7 ]5.3 3~.3 3l.~ 26.3 vaer Dallbj~ I.00 I.00 1.00 I.00 1.OG 1.00 1.00 1.Q0 1_06 1.00 3.00 1.00 ]1djDe1/veh, a6.~ 3~.f 3i.f s7,16 33.~ 33.~ 37.~ 25.3 75.3 34.3'3~.3 26,7 L09 by Hov~, D C- • C- Ya C- C- n+ c."c C- D+ ~ ' 8CM3k14vgQ~ 8 9~ 9 S 2 1 ]O 7 7 2 9 1 . .•Ha~af~a~~~~•.~H~.a~... r~.~s~r~aws~~+r~~rwa~q~-~rr~+f~rr~~~~pfHi• Dtota~•Qwui reperted i~ GL~ aweber ot cars per Iane. 4lafii7c 7.8~071s (c3 7006 DeWlix~g AssoC. Licensad Lo CITY OA COPEItSAJD ~ A O l4l - 9 ~ ~ y O J N a~a~~~d~on n ' ~7~ ~ n R'd ~tl p ~ g i i^ '~~~:~.~~. o ; ~~ ~ n n ~ - - e ~ ~~' ~ ~ ~ _ ..o ~ ~ . s , , ~, ; _ ;; ~~s~~tt~~~ ~ _~; ~~..~. v o r~ w a u w a µ ~ n~ ~°~~ ~"~~m n ; ~: ~ ~g~ '~~~'~j ~~~S;R ~rw ' ~C• x~~n ~~ n • ~!N ° i i i o ~ G 4 ~ ~ II 1~ ^ ~ ~ i n ~ n n °~ : - R I ny , 1 O ~ ~ F~]~ ~ y ~ N . i Y ~ W 1 ^ ~ 1 n 1 • ' ~ ~ 1 ~ s ~ i ' i i ~ i i ~U ~ W ~ 10 • n i ~ ~ ~ ~ ~ ~- s ~ ~ u i R i 5 i ~ ~0 ~ ~ . i i ~ A 1 Y O 1 M 1 O 1 1 ~ p 1 ~ ~ 1 1 1 1 Y o ~ a i ~ ~ w G . ~rs: ~ i ~ ~ n i 6 1 p i q ~j 1 Mp 1 M 1 G ~ T ~ ~ ~ p N . tl i.S ~ F o i a R p ~~,~. ~ rf ~ ~ ni 5i t+ Y ~ M N V i ~p i~ e v~N~ c • a . u a ti ~~ i ip ~ o ~~ d o S ~i~i~ ~ ~ i ~ t o M ! 9 ~ N i pl ~ w f N ~ D ~ Q 1 ~ O ~ 1 1 1 ~ ~ 7 i i 1~ ~ 1 I P ~ i N 1 i i Y 1 8xialwg Dr4 Peak Thu occ il, aoo7 1a:sa:JZ Paga 3-i °'-'-'°--'-°--°-----'-°---_ •..-°--'--' °----°---•--------------------• Cupercino Ti7~ Inur~eccioa Calwiacioo^ Turniag Mova~ne[tC Raport Wt1R Volvoe Norctbaa~d 6oulhDcund BaeCbouad W~etbo~md Tocal sype utc reru uync r.~cc xhru nt9hr Gett Thtu Right t,etc rtuu nsyue voiume •1 St1vCt47 Czaek L 8abb Rd B~~e 93 19 977 ~!~ 19 19 14 700 139 609 (6~ !4 =~09 Aca.e o a~ o 0 0 0 0 0 0 0 0 0 0 Tacal 93 19 a77 fi< lp 1{ 7~ 700 179 809 660 , 84 3l07 !S Ctevuu f~~k a Hary Ave Base" 245 1! 4Q 149 3Y 170 79i SS]4 130 199 963 30Y 39~3 Addsd 0 0 6 0. 0 0 O o 0 Q 0 0 O 1bta1 2f5 11 ~6 le9 3B 120 796 1811 250 17! 965 10! 397~ tl3 8tavem Cseak 4 8) ~D Aartpi Mes 0 0 0 H67 6 751 0 i7! l7a 713 6]9 0 377Y Added 0 0 9 0 0 6 0 O 0 0 0 0 0 Tocal 0 O 9 967 6 751 0 B79 173 323 639 0 377t p1 gtsv~ns CsR~k a N8 t9 Rampa Bas~ Sl io4 u 758 1 306 l91 1905 0 0 726 B09 a355 Addad O 0 D 0 O 0 0 0 9 0 9 0 0 ToEal S4 2C5 0'~SS 1 306 191 1503 0• 0 726 B09 13b5 $s Beevms I~eek i Stelliftg Rd Bs.~e 319 7~~ ]63 344 .647 335 7s7 736 31Y 595 105] a~7 520) Added a 0 0 0 0 0 o a 0 6 6 0 0 1'oCal 339 3U 363 349 5t7 333 2t7 736 ~1! 435 1053 717, 5707 *6 8tavafs Cruk i pALm ' BRDa 0 0 0 9! 0 187 337 2673 0 0 111! 60 3~71 lldded 0 0 0 0 0 0. 0 0 0 Q 0 0 0 1bta1 0 0 0 96 0 107 D37 1~~ 0 0 111! 60 3671 d7 etwme Cr~~lc a Hraadlry N.!! 70 16 i0 2[9 16 111 4~] 119~ b3 106 1273 10~ 3667 naaea o 0 0 0 0 o a o 0 o a• o a SbEsl 70 16 {0 1!! 16 111 4a3 i19i 53 105 1]23 107 3667 R9 8celling 6 Grec~lea! Da~O 16 56'! 12 21 66B 3S SS 31 75 2~ 71 11 1699 i4ddad D 0 ' 0 0 0 0 0 0 0 0 0 0 0 Tatal li 417 12 31 76B 3~ SS 11 ]5 31 21 1~ liff ~9 6telling 4 MoC1O11iA 9a!! 14l 236 72 '7DQ S6a 183 174 414 129' 133 37E 154 2!!1 . ndaea 0 0 0 0 o a o 0 0 o a o 0 Sbt~l la8 R31 72 330 66{ ~ li] 179 41t 199 133 37b IS! ZB91 17d1l1X 7.~.0713 (CI 7006 Depliilg A~~x. LSCen6d EO C2TY O! CqPBRTINO 01 A N IDciaicnp PM Psak Thu Oce Ii, Zoo7 1~~3b.3~ paga ~-1 ---'-' -'--"- •""--'- "" """""-""-"""-"""""' •""""""' -' _'-' Cupereiao TIA Intarseelioo CalevLCiane __-__--°-----'~-'---^------ -'--'--°'---'----"-°_.______^-.-~_--------~-_-__ . ~ I~act Aaalyei6 RePOrc Level DE 8esviu Intezuccion ia0a Puture Chnngc ' oel/ V/ Del/ V/ ia 7OB Vah t' L09 Vcd C i 1 SGevea~ Cresk i eubt Rd C Z7.4 0.600 C 17.s 0.600 + 0.400 D/V S i Staveas Creofc A Hiry Ave C 18-7 0.58a C 18.7 0.5Aa + 0.600 bN {] Btevens Creek e SB !S Aavps C 30.5 0.755 C ~0.5 0.745 + 0.000 PN p 4 9taven~ Clt~{c i NB !5 Ra~rys C- 3D.1 0.6~17 C- 33.1 0.6~7 • 0.000 U/V ~ 5 BCeKrts Oteek i Stlllilfg Ad D~l.2 0.l71 D~ a2.= 0.931 + 0.000 D/V A 6 6Cpven6 Cisek i~LCC B la,E.0,~83 B 15.3 O,~t9 + C~090 D/V Y 7 ftavtll~ CReek c Hrandley c- 32,s a.7e2 C- 32.4 0.782 * 0.000 D/V Y t HGtlling i Or~c~lmf Bt 11.9 0.73] 9r 11.9 0.732 ~ D.000 D/~ N! St~lling 4 Mct1e11lo D+ 77.7 0.795 D~ ~7.7 0.795 • 0.000 D/V TretlSx 7.8.0713 (¢) 2006 Dowliaq A99x. i.iOWSeA cq CiTx OP CUPEATIN6 .pcisicng PN peak Thu Occ 11, 3007 Saa3~~]] Page 5-1 """""""""""""""""""""""""""'^-•"" """""""._~. CYy!{C1aD TIA IatGtaactivm C~.aUlaClOn! ~ teval O! 8aivice COuCutati0q Reporc ]000 AC~4 Gperiti0f~8 N8t210d t~LLtUkY VO1NiM R1teLLa[ive) •I.~i ~~~aN1r~~J~~~~~~Nf Ht ~~1r~~~Hf ~~i~r~r~t~f1~1~M~i~N1~~~1~#iN-~ i~a~~a~lfr• IAteiOactlOR #1 Bkavtn~ Cl~~1C i BUbh ]!d r~r~rr~r~~~~ua~•rea~r.~~~~.~rr~r~~a~+~•~~•e~~f~...•••.~~w~a~a.•••a~~w~a~av~~~~• Cycle (eacf+ 110 CritiCal Vol./Caq.(7C1~ 0.600 LoeC Tim~ (feCl~ 12 IYtR~4.0 eecl Awxage nal~y (aeCJveh)~ 49•~ . OpYtual [ycler ~9 Levtl QE Blivlee~ C a~•sar~..~..•......a•.....« ................ •~iiilw~i~~N~HH~YwYi~H~~R~~~~~• Appzpach: Natch Ho~md Seuth Awzad•• ~iat Hound N~tt 8eund lbVttfllRC: L - T • R L- T- R L-?- R L- T - 1t '""""""~"'""""""' I~""""_"""' ~ ~_""'_"'__"' ~{"_"'_""""' I Cantrol. Sp13t Phsse Sp}it Fha~a emtaceeC erotected Riyhu~ ovl z~luda Includ~ Inelude Hin. Osem. 7 iD 10 7 10 SO 7 10 10 ' 7 30 10 Lansr~ 0 1 0 0 7 1 O 1 D 1 1 0 ] 0 1 1 0 3 1 D """"""- ~"""""-"-' ~ ~'--"----'--'-' ~ ~"" "~'--- ---' ~ ~-^ *--"""^'-^ ~ Vblwn Modnlee $0.0a 701~ 93 19 ~i77 6~ 19 16 14 700 179 SG9 660 B4 Gxpat2t Adj: 1.00 1.00 1.U0 1.00 1.OQ 1.Otl 1.00 1.D0 1.00 1.00 1.00 1.60 Init1l~1 9aer 93 19 477 64 14 1~ 74 700 139 D04 660 8~ t,dd~d Vol. 0 0 6 0 0 0 tl 0 0 0 0 0 pt~~siAylTnlr C O 0 0 0 o O 0 0 0 0 0 IIIfC1a1 FVC~ 93 19 4T7 64 19 14 2i 700 139 E09 660 94 lJanr Ad~~ 1.00 1-OD 1.00 1.00 1.00 1.00 1.00 1.00 I.00 1_00 1-00 1.00 pH!' adj~ 0-87 D.92 0.92 0.92 0.93 0.91 0.97 0.97 0.91 0,9~ 0~91 p.97 ¢HP Volw~a~ ~O1 il SSB 7D 21 15 R6 7d1 l51 d53 737 fl AldueG Val. 0 0 Z25 0 0 1] 0 0 106 D 0 9 R~duead 1Aolt 101 ]1 293 70 ~I Z 16 761 !5 553 711 BI rcB naj~ i.oo i.oa i.ao i.oa i.oo i,ao i.no i.oa i.oo i.oo ~,oo i.ao Nrtdr A6j~ 1.00 1.00 1_00 I.Oa 3.OD 1.00 1.00 1.00 1.00 1.00 I.00 S.oo Fiaal Vol.~ SOS 22 19] 70 21 7 ]6 761 ~S 55] 719 61 __----•----- ------------ii---------•-----ir---------------fi--------.._----i 9aCUx'acipo F~Ot~ fl7QLL1Cs Sat/Lane. 1900 1900 19aG 1900 19D0 1900 1900 1l00 1900 liDO 1900 7.900 AdjL6CRl~tltr 0.98 0,95 O.B3 0,94 1.00 0.82 0.9] 1.00 O.f2 O.i7 0.46 0.93 Lene:i O.i2 0~17 ].00 1.D0 1.00 3.00 1.00 1,00 3.OQ Z.OQ I.79 0.71 Fin~l S~t.~ Sa9S 305 31b0 1~b0 1900 1750 1750 3i00 1750 3150 7319 7i1 _~,_.."'-"I ""_"-""".~ ~"""""""'~ ~'_""""""' ~ ~ """"""'"' ~ Gpaeity Aneiy~ie Modnla~ Vc1/bYt~ 0.07 0.07 0.09 O.Ot 0.03 0.00 0.01 O.ZO 0.07 D.11 0.21 0.32 Crit MOVl4i srae ~~r~ ~r» •~~• On~a Time~ 13.~ 13.~ ~1.3 10.0 10.0 1C.0 ?7-D 39.7 7!•'f 34.9 57•6 5~.6 VOluaN/f~p~ 0.5b D.b6 0~.22 E.~t 0.11 U.OS 0.10 0.55 4.~7 0.55 0.11 0.11 Oeley/Velu 35.7 SS.1 19-5 S6.1 i7.6 ~5.7 ~0.7 29_7 Z3.3 38.4 16.6 16.6 UfEr Dt1Adl+ 1.00 1.00 1.00 1.0~ 1.00 1.00 1.D0 1.OG 1.00 1.00 1.Qtl 1.00 Adfp-J,/Vlh: SS.1 SS.a 38.5 S5.! s7.~ 45.7 4G.7 29.7 33.3 33.~ 18.6 ~6.6 IDS by Mo`n~ S+ B+ 'H- S+ D D D C' C C- B ao~axr~vyo. s s ~ ~ i o i 1o i io e e ~i~ia~~~s~~~1~i~~sa~~~Na/tia~ies~~fiNrN~~~~~~f ~NiNf~~i~~aN~-~iieiR~~~HN~• goce~ Quaue rsporcad i~ tha numb~r oi car~ par laa~. Trslf7~[ 7.e,o7ss fa) 2oos mrltas A•voa, niee,uea ca czxx or cupsnruao . Exisicng PM Rsak ~CU Occ 11, 2007 14=30:37 Page 6-1 _____.______'_____________"____..__._____-__.'____.____________________•__,~ Cuperofno TIA Sncerseoclon Calculations I,avel o! Service Crnipuwtlon P.eyorG 2000 HQ~ Operations Metho0. l7utura vol~m+e AlternaClve) i1~-~~11~i1~/~~~~'~f~1~~ri~~~r~H~a~~Tii~~~~~\~1~14+~~~~~w~fllrRT~~1~~Mi~ii~fa~a;~ IDCR1!lCtiatl li7 6LeveLf Q'!!k 4 Knsy AvA wwwt..~•a..r~~~~~•~~~.e~H~~~~~~..~.r••«~o~~~a•..••~~~~a~a.a••r.~rraar CyC1~VfeBCls 90 Cdt3etl Vol./Cap.(X)+ O.Sp4 L4ss Tina Ie~C)r 17 IY.R~4.0 aecl Averaga Delay laec/vahlx 28.7 OpGimal Lyole~ ~6 Level O! 9ervica~ ~ ~a~~+~~~~~r•~s~~~~s~a••aiw~r••~~~..~•u~~s«•..•r•«•~~u~~aa~..~~yaaaa«~~a~as• Rppzaach. Nosth Bamd 9outh Houn4 ~ast Bouxid Nest Brnmd Mpvlnept~ L-'[ - R L -?- R L- T- R L- T- 1t """ """I """"""""~ I'~...~.. _~~""'"~ ~ "^__'_'_'_'_"~ ~ _""""_"'_" { Concrol~ DroceCCed ?rotscced Pmtected Proceeted Aigh~e. zncludc Iaclude includa Snelude rfin. areen~ ~ 10 10 7 l0 10 ~ 10 10 ~ l0 10 LnneGs ] O 0 1 0, 1 0 1 0 1 1 0] 0 1 1 0 3 0 1 ^_-`_-_-__'.I_._'______.__~'~~______________'~~___________"^_~~____~___.____^'~ Voltu~ HOd~ll~i Ba69 VO1~ 1~5 11 ~6 14g 3B 170 298 1529 150 179 965 l0i tirrnrth Adje 1.00 1.00 1.00 1.00 S.GO 1.00 1.00 2.00 k.00 1.OU 7..00 1.00 JaiL1d1 B6l= 2[4 11 lfi 1d9 3B 370 98B 1511 250 178 965 SO! Hdded val. 0 0 0 0 0 0 0 0 0 0 0 0 4assesR~No1~ G 0~ 0 0 O 0 0- 0 ~ 0 D 0 EnSCinl Yuti 243 11 96 149 3i 120 29B 1514 Si0 179 965 lOB UOes AQj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 L.00 1.00 1-00 1-DO I.00 R~ Adj~ p.lJ 0.9Z 0.9] 0.92 0.99 0.91 0.91 0.97 D.92 0.93 0.92 0•9~ mR~ Volume. 266 12 SO 162 11 130 324 1457 972 3DS SOC9 117 Aeduat Wle 0 0 91 0 0 105 0 0 1B1 O 0 90 FWuc~d Vale 266 1] 9 Si2 ~3 ]S 37C 1657 91 195 10aQ 3~ xa nd3~ i.oa i.ao z.oa i,oo i.oo i.oo i.oo i.oa i.oo i.oo i.oo z.oo ra,F ndi, i.oo i.oa 1.0o i.oo i.oa l.oo l.ao i.ao 1_0o i.oo L.oo s.oo 61na1 Vol.= .26i 12 9 Si7 41 25 32~ 1657 • 91 195 1049 21 """""-^~"".""-""-~ ~^""""""_`~'"""""""'~ ~"""""""'~ 8e.turation 1*low a~wdula~ 9it/Laa~~ 1900 1l00 1960 190Q 1900 190G 1900 190C 390D 1900 1900 1900 Ad]uCWnenL~ D.l3 0.96 0.95 0.97 1.00 0.l2 0.97 1.00 0.92 0.94 1.00 0-9t r~~•~e 7.00 C'.'7 0.43 1~~0 1.00 1.00 3.OD 3.00 1.00 1.00 3.00 1.00 Pinal 8at.: 3150 ]0]9 773 1750 1900 1790 37s0 5790 7,750 17so 57oa 1750 ____"_'____~_____""______~~__^_"_________~~__'-__"___""~~'___'__'__^__-^~ Capaclty Ana~ytL Moduler Vol/e~~~ a.oi 0.03 D.oi 0.09 0.01 0.01 0.19 0•2s o.os D.ii o.~e o.a3 ~'it MOVGti ~•tr »~~ •++: •a~a prtert 2111rr !.6 10.0 lo.a 12.7 14.s 12.9 77.7 ~0.0 ~0.6 35.~ 1?-6 ]7.6 Voinae/Cap. C.77 0.10 0,10 O.6S 0.16 0.10 O.GD Q.i6 0.11 O.bB 0.60 O.OS Dr1ty/Veh~ S1.6 37.0 37.0 59.1 34.9 34.3 3f.E 30.9 SS.Q ~5,6 ]B.1 72.7 Vaer De3Adje 1.00 5.00 S.oO 1.00 2.00 1.00 1.00 1.00 S.DO 1.00 1.00 1.OD Aaia.irv~. 54.6 37.0 77.0 49.] 7~.9 3~.3 D2.3 3D.! 15.0 ~S.i 2l.1 22.2 IpS by Mo'va~ D- D~ D~ D C= C- C G H P C RfTRkAvy9+ f 1 1 6 1 1 8 37 2 7 9 2 ~-~~~ ~ ~f1~R ~11 ~ ~11 ~ i N+~ ff ! ~ ~r IN ~~~ ~ f ~ 1 ~ ~} i ~ 1 i1rM ~ ~ ~!~ ~ ~ Ni 1 / 1 f ~ ~ ~f ~i ~ ~~ i~ ~ i f N 1 Notae Qu~u~ r~pozted is tha aue6ar of aan p~r lme. ~rraLfix 7.e.ons (c) 7006 DO~llag ]LtlOC. LSeeo3Gd t0 CITY OF C148ATIIiO O) A ' W 6xi=i[ag PH Peak Thu Oc~ 11, 10C7 11~30~32 Peg~ 7-1 '-"""~.~..""""""""""""""""" 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L - T - R L - T - A L- i - A ------------l-------•-------II--•------------ii---------------II---------------I contral~ pmcecced vzntacted PexaStced FraEecCed Aiql~cs, sncluda sacluda Inclvda xnclud~ Mln. 6reen~ 7 SO 10 7"10 10 7 10 10 7 10 ID Lana~~ o 0 0 0~ 0 2 1 0 0 1 0 o s 1 0 ] o a o 0 _..__.._____I--------'._____~~'______________~I__•______•"___~~___•._______..-I voluma Module~ Haaa val~ 0 0 0 967 L ~91 0{J9 173 313 679 O QOwth Ad~~ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.60 1.00 inicial Bss~ 0 0 O !i7 i 7d1 0~79 173 323 679 0 Mdsd Vol~ 0 6 0 0 D 0 0 0 0 0 0 0 Du~etSyVOl~ 0 0 0 0 0. O 0 O 0 0 0 G initial Futi 0 0 D 967 6 751 0 B79 17] 32] i!9 0 Usar AtJ~ 1.00 1.00 1.00 1.00 L.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PiiF Mj+ 0.D7 0.f7 0.l7 0.99 0.92 0.94 0.93 0.91 0-9] 0_41 O.i3 0.92 PHF volwli 0 0 0 1CSI 7 81i 0 9SS 1Bi 343 i!S 0 Itaduat 1W1. 0 G 0 D 0 3! ~ 0 1S6 0 O 0 R~duc~d Vol. 0 D 0 1031 7 v~! 0 95S 71 351 693 0 vca nai~ i.oo i.oo i.oo i.oo i.ao i.oo i.oo i.oo i.oo i.ao i.ao i.oo rru~ aef~ i.oo i.ao i.oo i.oa i.oo i.oo i.oo i.oo i.oo.i.oo i.ao i.ao Pinal Vol.~ p 0 0 LOSS 7 7C0 0 956 31 3D1 69! 0 _...--------I---------------fl---------------II---------------11---------------I Bacuratim elor Modul~~ Sat/iwna~ Lf00 1906 Si00 1900 1900 1900 1900 1900 1900 1400 1900 1400 IWjl1s[~Ltt 0,93 1.OD 0.92 O.B7 0.95 0.9a O.i2 0.99 0.9$ O.Y7 1.00 0.97 Let7esr 0.00 O.OU 0.00 1.9i 0.02 1.00 O.CQ .I.E6 0.1~ 2.00 7.00 0.00 lirfal Slt.e 0 0 D ff19 31 1750 0 7756 ]~3 3150 3800 0 ------------I---------------II---------------II---------------EI---------------I Capacfty Analy~ir Modulai vol/8al~ 0.00 O.OQ 0.00 0.11 0.71 0.~8 0.00 0.1~ C.13 0.11 0.26 0.00 CYit MOVlf~ hr• r~~• -~~• 6zeen Ti~ne~ ~ p.a O.D 0.0 lS,6 fi3.6 65,6 0.0 19.] 19.~ 16.1 ]9.~ 0.0 Vollaou/CYp~ 0.00 O.Otl O.qO 0.76 0.36 0.96 0-OD 0.76 0.76 0.7t G.57 6.00 Delry/Veh~ 0_0 0-0 0.0 11.7 11.7 71.4 O.0 ~7.3 ~7.3 B5.9 37.9 6.tl user ae~na3: 1.06 l.ao i.ao i.oo i.oo 1.0o i.oo i.oo 1.0o z.oo 1.0o a.oo l1da0l1/Veh~ O.O 0.0 0-0 11-7 11.7 11.4 0.0 47.3 {7_7 55.9 71.9 0.0 TA9 by l~bv~~ A A A S~ 8+ C+ A D' D 6+ C- . RCTIIkAvgp~ O 0 0 7 7 71 0 10 30 9 10 0 rawN~a+~iMrAara~~#i• i~aN/A~r~a~~araa~ i~~t~N~tr~~N~N~~~Na~~aN~t~hiiW~f~~r1 xoEe. Qneue reporead is tM auab~x oi cars per lms. Traflix T.l.0715 (a) ~Q06 Dowling A~soe. Lic~ne~d to QTY OF GVPSRTIMO ~eieicng PM P~ak ?hu Oct ]1, 2Q07 14s30:3R page 0-1 __ ....'-^"""^ --'-"'--.'--" """"' •"""-"""' -""""""""""' Clipertiao T771 incerseecion Gal~ulacione LeveY Ot Sexviee Cb~utaGia¢~ Aepar[ ]000 NCM Opesatione MeChod {pyture Volua~ A1CextlaCive) •fi~~~4~/irlftlt\tit4~if~fNf~i~N~i~flf~f~4~fi~k~i~~fld~~il~tiillfWil~~il~~~ii• YnteL4lCtion {4 BCevms Creek i Na Is Rasps •i~i}~~~'I~~i~~~~i~i~~Ni1~~r~~4ir~~l~~~~~~~i~~~~1eZ~f~i~~fM~IrN~'I~U~irali~~f1+A~ Cycle (sec}~ li0 • LYitical 9o1./Cap.(X~~ 0.6~7 foea 71me (!ac), i2 (Y+R~~.O eeC) Avaraga D~lay feac/vah1, 33.1 Optimal Cyalee 51 c.Yei os sernc~, C- fi~ii~~~~If~~~ifN~~l~~rN r~~~~il~~i~~i~~~Ni~i~f/1~~~~~~e~~~~~f~L~t~~14~i~~i~ii• xPPtaans Na~rch Hound 3atth So~md East Hwnd Nast Boimd hWvevlenC~ L- T- N 4- t- lt I. - 7' - A L - 2- R -----------°I---------------il---------------Il---------------II---------------I control. bplic phaiee Sylit Phu~, rrotectad PesmlttM 1i1qhCl~ Iaoluda Includs Includ4 ignoze M1II, 61E~ti. 7 10 1~ 7 10 1p ? 1p 10 7 10 10 Lan~s: D 1 1 0 0 0 6 Sl 0 1 3 0 3 0 0 0 G ~ 0 3 ~-----------f-----------•--=11---------------II ° ---•---------II---------------1 Voinene Flodui~i Hase Voli S~ 205 0 159 1 306 {gl 1505 D 0 776 809 ric'O~+Ch Ad~~ 1.00 1.00 1.00 3.00 3.00 1.00 2,OG 1.00 1.00 1.00 3.60 1.00 Initial Btlo. 5~ 2G5 a 25B 1 ]06 asi 1505 0 0 726 609 Added Volc q O 0 0 0 0 0 O 0 0 0 0 Faa6lrByYOls ~ 0 0 0 0 0 O 0 0 0 D D 0 Initial IIut, f4 705 0 ZSi 1 I06 491 1509 0 0 716 d09 Q~ec 71dji 1.00 3.00 1.00 1.00 1.00 1.00 1.00 1.p0 1.Oa 1.00 i.oo 0,00 PRF A6ii 0.91 0.97 O.B2 0.93 0.32 ~D.97 0~9.t 0.9] 0.92 0.97 0.97 0.00 P!n' Val~i 9! ]23 G 2D0 1 333 337 1676 0 0 789- 0 Redvat vol~ a o 1 0 0 30S 6 0 0 0 0 0 ReQvCld VO1~ S9 ~]3 G 960 ' 1 1f~ 53t 163i C 0 7li D PC6 1Wj: 1.00 i.ao 1~.00~ 1.00 1.a0 1.00 3.oa 1.00 1.00 2.09 1.00 G.04 rA.r r~aj, L.ao i.oo i.oo i.oo i.ao i.oo x.oo i_oo s.oo ~.oa i.oo q.ao FSDtl VO1.^ 59 2]3 6 2B0 1 128 534 1636 0 0 799 0 ---------... ....----•--II--•------__._._Il---------------ll--__.----------f 9~tu~atiOM1 Ow MDdulea Bit/Linli 1900 1900 1900 1900 1900 190tl 1900 19tlC 1900 1900 1900 190D AdjulCmanCa 0.95 0.9d 0.92 0.95 0.95 0.l1 O.LD 1.00 0.l3 0.l2 1.00 O.D3 I+anfl~ 0.~] 1.57 O.QO O.BU 0.01 1.19 4.00 3.00 0.00 0.00 7.00 1.OC Final Sat.~ 771 2916 0 il5l 6 2oi1 3250 4700 0 0 5700 1750 ------------ ---------------II----°---------II--•------------II---------------I Cspsoity Ane ysir Modul~~ ~ Yol/9aLr O.Oi O.Oi 0.00 0.1~9 0.19 0.04 0.17 0.29 6.00 D.00 0.11 0.00 Ci1t Move9f ~rr r~~. ea~• r.a• GI~a71 T}.nq: 12.9 12.9 0.0 37.Y 32.0 32.i 2i.i 53.3 0.0 0.0 1~.5 0.0 VOlttme/Gp: C.65 0.64 0,00 0.65 0.8! 0.21 0-64 0.60 0.00 O.OC 0.65 0_00 Delay/vsh, s3.6 sa.6 O.o 3e.~ Ja.'! ~v.~ ~o.a 7z,s a.o a.o ~2.1 u.v veer nelAaj> z.oo i.oo i.oa x.oa i.oo z,oo i.oa i.oa i.oo i-oo 1.00 i.oo AdjDel/VSh~ 63.i i3.6 C.0 SB.7 7l.7 79•1 40.0 72.~ 0.0 0.0 ~3.1 0.0, IDS by Ptdve~ D- D- 71 Da D+ C D C+ A A' D 19C?flkAv9Q~ 6 6 D 11 Il 3 10 St 0 0 ! o a~lrafi~~~~f~~f~4~l~~~M~~~1iMiH if~~~1i~1~iH~~~l~i~~~i~f~ttftt~~Y+f*~~filifl~l 3~Utai pwus reported 1e the nuiober of carr per lane. anr[ix v.B.0715 (c} 3006 nowling neax. Licaneed eo Crc7[ Oc CUQmtTZxo rn A A Bxiiitng PM 7eak Thu Oct 31, 7007 14~70.3] pags 9-1 ---""---------'-------""-------.. _ _...._"""--'--'-'-----"'----~---- ---- Cuyertino rx7~ Intex~aation ce2culacSmo Lwel 0! 8~rvle~ C~nputicim Aapdrt 2000 NQ7 Op~ration~ NetAod ~Ptiture Volwna A1GexnaRlve~ ~ •y'f IL~~ V ~~~~~~tf ~~o~~1Hi~i~\r~+~~~~~~Nr~~+~~i~tYitilf4a~f~iMi~t~Nl~iri~~Nt+Mi Ineerseaciaa t5 Btev~s Creek k 3Celling Rd •~Ha1e~.~~~f~~~~av.r•r~~s•.•M1re~~ff~~~aM~~1~~s~a~~.~e~~~~~~t~w~l~M~a~~~M~r~1r~ cycle taecli sa critlesl vol./Cep.(x)~ a.a~i Ioss Ti~ (aeCl~ I1 (Y+Rd.O ~aC) Avarage Delsy isec/vehli 4~.7 DptlRUl Cycte. il I,RVel Of Secvice: D it~f~~~1r~YV1}~e~Wa~i~l~a~a~ii~ii4~~~~~~Hti~~~i~fi4N~i~~i~Ni~f~~~i~~~11i~~ifl~ Approach~. Noztb neupd 6outh aound easc aa,oid wast SamA HOSRIMAC ~ L-'1' - 4 L- T - R 7. - T- R L- S - R """"""~'-'--'-""""~ ~ """""""'~ ~ "".~.~_----'- ~ ~'..__"""-""~ Coeerolr Fzoeacead Psoeeeted Prot~ct~d vrot~cted RighCB+ iilcluda Include Incltld0 IrxluOe Min_ breen~ 7 10 10 7 30 10 7 30 lO T 10 30 iaoer: 1 0 ] 0 1 1 0 a o 1 1 0 7 1 O 2 0] o S """""" ~ • Voiyme Modula~ Baae Vol~ 32! 3~4 ]63 azoWet~ nai~ i_oo i.oo i.oo Iaitlal Sse~ 379 3N 363 xBGnd Vo2: 0 9 0 YaseecCytral: D 0 0 Initial n~c~ 727 N~ ]e3 vaer nai, i.oa s.oo i.ao 8HF 7uli+ 4.92 0_97 0.97 p~' Vol~nv~ 358 371 794 lleduct ~IOT,~ A 0 0 !12 Aeduasd Vo2~ 35Y ~7i 13 FCS Adi~ 1.00 1.QC k.OG ~a,r naj~ i.oo i.oo i.oo PSnai VO1.. 3bt 374 •3 3f9 547 735 1.00 1.00 1.00 319 3~7 23S 0 0 0 0 0 0 349 S~7 7]5 s.oa i.ao i.oa O.Y7 0.9~ 0.97 77! S99 ~5S 0 0 I07 ~7A 594 ~! i.oa i.oo i.oo s.oo i~.oo i.oo 779 S98 ~6 247 7~6 1.00 1.00 ~47 776 D 0 D 0 747 736 x.oo i.oo 0-97 0.91 16B !00 0 tl ]60 B00 i.oo i.oo i_oo i.oo ]6t 800 aia 1.00 318 O 9 711 1.09 0.92 137 S9 170 i.oo i.oo 176 53~ 7,053 ]47 1.00 1.00 1.00 53H LOJ] ]s7 9 0 0 0 0 D 53S 1053 i47 1.00 1.OD 1.OD 0.97 0.92 0.87 987 1145 Zi/ 0 ~ Z06 se~ ~i.s a 1.00 1.00 1.00 i.oo i.oo i.oo 581 1145 63 "~'... ~"" ~"""__'~.. _...' ~ ~_""'~"'_"" ~ ~"""""""" ~ ~"_"""""_' ~ 9aCUtAC10A F1Wv MOQUlO~ • 8ae/Lanaa 1900 1-00 1900 1C00 19D0 1900 1900 1900 190C 1900 1906 1900 ]ld~Lltl~OWLt 0.97 1.00 R.97 0.37 1-00 0.91 0,92 0.f9 O.F9 0.l3 1.0~' 0.8~ Laaes~ 1.00 2.00 1.00 I.00 2.00 1.00 1.00 7.13 O.S7 2.09 3.00 1.D0 Fin61 Sit.~ 1750 3J00 1759 I7g0 3l00 1750 1760 ~500 101J 7350 5700 1750 -"""""' ~."'-`-'...~... ~ ~"""""""' ~ ~'...""'..~"' ~ ~' ~...... __•--'.."' ~ Capaeity 7malyaie Modula: Yel/9at~ 0.70 0.10 0.04 0.17 0.76 0.0] 0.15 0.1T 0.17 6.1i 0.70 O.GI Crit Movea~ •re• •~~a •ar• •~a* t3xean 1'lmes 22_1 13.~ 3J.7 35.~ 16.9 16.9 16.9 16.4 1A.9 ]0.0 22.1 ~1_1 VolUOS/C~D~ O.B3 0.67 0.37 0.76 9.l3 0.13 O.B7 0.83 O.i3 O.B3 0.lZ O.1S D~lay/Veh, 49.0 43.5 37.6 39.3 56.0 31.~ 55.i ~0.9 a0.9 f4-1 37.6 27-3 vaar winaj. i.oo i.oo l.oa x.oa i.ao i.oo i.oo i.oo i.oo i.oo ~.oo i.oo AGjAel/Veb~ 49.0 ~9.5 37.6 39.f ~6.0 71.4 55.1 40.9 •D.9 «.~ 37.6 17.3 L09 by Nav~~ D D~ D+ P D C ke 'II D D D~ HQ{2k]LVgflr 13 5 1 12 11 1 10 11 11 12 11 Z •~~1~r~~~i~ie~l~~far~awl~~ili1~~-~~IiNirl1~Ni~~i~~~~ia~itNYit~if~J~i~~~lf~iai~lial ntoer~ QYOU~ kopCYGld ~.~ Lt1~ ne~er ot earo par 7.sna. ExiSit»g PM PCik Thu Ooe 11, 2007 1t~30:31 Page So•1 ' -"""" ""-" """"""""""""" """"" """""" ""-" ""' CupeY[iao TYn YnCeraection Calculatioas Levei 0! 8esvice Caryutatioa Report 1000 HCX Operatiood Methad (TUture voltmro AlternaGivs) a.srr•r•~r•-•.~.fa•ara..~~f...w~Hae+vs~..•.~.•.11.~+~~aa.4~a•~••~.aa.~.r.r~.a.s. Incers~etian ik6 9tevans Creak G SAICH Cyale (ceCl~ 110 Cricical'~ol./Cay.(X)~ 0.4~3 Lops Ttwe leecl= . 9 fY.R-~.0 eee) Avarag~ Dalay (sec/vah-: 15-3 Opcimal cyc1~~ 3! [~vel of serviea~ B •rAS•aL~~aa~ar~~+a~•r~~H~r~~aaa~w~rr~a~~~~N~~~~~N~~~•i~v~aaa~~Na~N~•~a+~~~~ nypzoacr= Nozch ernmd 9ouch 8ound Saet Hound Y1eet 8ouad MoVefnulGo L • T- R L- T- R L-?-~ 1t L- T - A "' °--'---- ~-'-"""""" ~ ~""'-"-'---" ~ ~------' -------' ~ ~"""""" "' ~ Cancrol: 4soteeG~d ?ro~eceed vratected Qermitted RighG. xnciuda Inel~a lneluda ineluds Min~ 6reen~ T lU IO ~ 7 10 30 7 16 10 7 SO 10 Ianeei 9 0 0 0 0, 1 0 D 0 1 1 0 3 0 0 0 0 3 0 1• '-~-'--'-'-- ~ -..." """"' ~ ~ """"' -""' ~' "-"""""" + ~ """"'-""' ~ Valum~ Nadule~ Hese Vol~ 0 0 0 96 0 1!7 ~37 1677 0 Q 111i 60 Ozowth AQj~ 1.00 1-oO 1.00 1,00 1.00 2.00 1.OD 1.06 1.00 1.OG 1-0~ 1.00 Inicial Bs~~ 0 0 0 96 0 187 337 1623 0 0 1116 d0 r,aaea voi~ o 0 0 0 0 o q o o a o 0 Paoaa=9yVOli 0 0 0 0 0 0 0 0 0 O 0 0 Initinl PUt+ 0 0 0 96 0 28? ~37 1613 Q 0 1118 EO IIeer Adj. 1.00 1-DO 1,00 1.00 1-00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DHF 14dj~ 0.92 0.92 0.92 0.97 0.l7 0.17 0.9~ 0.f9 0.l~ 0.8~ 0,H2 O.92 YBF Vol~IDie~ 0 0 0 106 0 ]03 3fi6 1264 0 0 1Z1S E5 ReduC[ Vol~ 0 D 0 0 0 166 0 0 0 L 0 ~2 RldtsYd Vols 0 0 C 204 0 .37 3bi 17i4 0 0 3313 23 PCB Adj~ 1.D0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 1.00 l6.s Adji i.oo i.oo s.oo a-oo 1.00 1.0o i.ao 1_po 1.00 l.oo l.oo l.oo pinal Vo1,~ 6 D 0 104 0 ]7 366 17i4 4 O 1715 23 """"""~ """"'""""~ ~..""'"""_'"' I I """"""""' ~ {"""""""' ~ 6aturatidn PlOw Hodule: Sat/Lauer I900 1900 19GQ 1900 1l00 1900 1l00 1l00 1900 19D0 19Q0 1900 IWjUSC01lRt~ D.92 1.00 0.9] 0.93 2.00 0.97 0.92 1.OD 0.9] 0.91 1.00 0.93 Llfil~r 0.00 0.00 O.DO 1.00 0.60 1.00 1.00 1.00 0.00 0.00 3.06 1.00 Ffi1i1 8i.[.+ 0 0 O 175D 0 1750 1750 5700 0 0 4700 1750 _'.'-_--_`__~_._'_`__.__'"__~~_______________~{_-•____" """'+..."'.~...'__'~ CapacSty lhnalytts Module~ vol/SSC~ 0.00 D.00 0.00 0.06 0.00 9.02 0.21 0.~1 0.00 0.09 0.21 0.01 CY1C MOV46~ t~~~ ~~** ~"~~ GL~~1i TStMs 0.0 0.0 D~0 1D.D 0.0 10.0 ~5.1 i1.0 0.0 G.0 4$.! 48.! Wlum~/Chp~ 0.00 0,04 0.00 0.66 4.00 0.23 0.51 0.37 0.00 Q.00 O~SI 0.03 neSayNeh. 0•0 0.6 0.0 67.5 0.0 a9.9 ]6.8 2.6 0.0 ~ 0.0 2~.5 i9.0 vser nauay. t,oo t.oo 1.0o i.ao i.oo i.oo i.oo i.oo i.oo i.oo i,oa ~x.oo AdjDel/Veh~ 0.0 0,0 U.0 67.b 0.0 i9.9 ]6.Y 2.6 4-0 O.C Z4.S 1l~0 SAS b'yj MOV~ i A A A 8 A D C A A A' C 8- AQ12kAYgQ~ 0 0 0 5 0 1 ~0 5 0 0 10 0 •N-~N~N~r~~~~•iM•~H~N.~~1.~•~•a~af•Na~~a.a•.~aF. ••.++r~i~~.a+~aAr~~i~a-aN Nota~ Ouan~ rapozt~d i~ th~ mmib~r oL cars p~r lane. iatiix 7.0.0715 (e) 2006 Davling Aeex. TSem~ed to CITS OF CCTp6RTINQ 'rraitix 7.8.0~7.5 (cl 20fl6 Dwling pssoc. Lioonsed to CITY OF L1SP8AtTNp Exi0lCng PM PQak Thu OoC 13, ]007 14~30.33 pag~ 11-1 .~_....."""""" -""""_-'•-..'-'-"-_"'-""--`-'----°-°---°-°-- CLpartiao xIA 3nceraection Calculacians ~ I,evel OL 9axvlce Canputatlon Raport 3000 RCM Operatipq~ Method (Ft~ture Voltme 7ltesnacive) •..a:.r..a~a..aa.a.ai~~a~~ai.+~~.raa.-a~r.~~~a.f~•.a...~i+~.••.... u~cereeceim fiv scevens creek c arenalay Cyele (sac): 1i0 Cr3cioal Vol./Cap.pU~ 0.78~ Lo59 Tin~O (rlC1+ SZ fY+RM.O 6sC) Aveiaga Uelay (!ae/veh)~ J1.4 Opcinal Cycia. ~s [,rve1 or sezvica~ C- ~i~~~~~i~'I ll~+f ~1~~Vr~t-~~~1i~~-w~a~~~~~~~~w~~~~~~a~r~r~1~MM~i~~ifN~~~Ir ~~#~i#~w Appraaeh~ aoYCh Bound Boutb 8oiu~ rase Boued aeee 8aund [10vMM7iG L- T - R L- T - A L- T- R L-?- R Centmlo P~xmitted PecrtStte0. Ptotected Procettrd Alghts~ 7~1w1a Iaclude Iaclude include !(12i. GCl~6e 7 10 10 7 10 10 7 1G 30 7 10 10 LMt~~ 0 1 0 0 3, 0 1 0 D 1 1 0 3 0 1 1 0 ] 1 0 --___...----I ...............iE---------------l1---------------II--=----•-------I vbL~m. ~oau~e. ease ~01. 70 16 i0 1i9 16 11] ~43 1294 s3 10s 11]3 107 c~cn na~~ i.ao s.oo z.oo i.oa i.oo i.oa i.oo i.oa 1.0o i.oo s.ao i_ao IRitizl lsaa 70 16 ~0 1!9 16 111 ~43 1394 53 105 1173 307 7~6ded Val. 0 Q R ' 0 0 0 D 0 0 0 0 O gaaeersWai~ 0 0 6 0 0 0 0 0 p 0 0 4 IASti~l Fut~ 70 16 ~0 288 16 113 4{7 179~ 93 30S 11]3 107 vaer Adi+ 1.00 1.00 1.00 1.00 1.00 1.00 l.DO i.oo i.oo 1.00 1.00 1.a0 P9F Adis 8.87 O.B2 0.97 0.-7 D.97 0~D7 G.-7 0~9~ 0.91 G.97 0.97 0.l7 P8F {IOl~ei T6 37 ~3 31S 17 lEl 492 14D7 fi8 114 1211 116 xeducc Vo1a o 0 7'I Q 0 ii 0 0 73 0 0 10 A~d4C~d. Vpl~ 76 37 i )1~ 37 ~0 4fi7 3407 36 Iif 1131 106 PC8 Mj~ 1,D0 1.00 1.60 1.00 1.00 1.00 1.00 1.06 1.00 1.00 1.00 1.OC fSL! Adj+ 1.00 1-OD 1.00 S.OQ 1.00 1.OG 1.00 1.00 1.00 I.00 1.00 1.OQ FSaA1 Vol.~ 7i 17 i S14 17 ~0 ~B7 1107 35 Ila 1111 106 """"""I """"""' ~{"_"""""" I ~""'_""""' ~ ~•"""'"`^"«~ ~ 9aturacioa Plaw tloduLr 8~t/J.a4~i 19Q0 1l00 1lDO 1l00 1900 1900 1900 190G 1900 1800 1900 1900 AdyU/.[araC~ 0.9f 0.46 0.l1 O.D9 D.!! 0.!] 0.97 1.QC 0.92 D.94 0.99 0.95 Lsnea. O.L1 0.1! ].00 q.lD 0,05 1,00 1.OD 3.00 1.00 1.00 2.7f tl.36 Tiaal 8at.~ 1~65 375 1750 1706 9~ 175G 1750 5700 17$0 1930 8131 4~9 ....."'«""' ~......"' _""'" I' """""""'" I ~"""'_"""' ~ I"_""""""' I CaDaaiCY AnalYda ttodull~ Vel/6a~~ 0.05 0.05 0.00 0.1/ 0.18 0.03 0.~~ O.IS 0.02 0.07 0.74 0.9{ C71C Fbvas~ er~• a~ar r~aa OL'Kil'l1~M~ 15.9 35.9 ~S.D 75.9 13.! 33.9 3~.7 57.0 57.0 36.1 33.f 33.{ Volwlle/Capo o.aa 0.17 0.07 0.78 0.78 0.16 0~78 0.~0 0.04 0.4i 0.7~ 6.7i D~lay/Vehr 35.1 33-1 37.) SZ.1 59.t ».3 41.~ 17.5 13.1 50.5 3D.7 7i.'I tT6er Dallldj~ 1.D0 1.00 1.00 1.00 1.00 1.OQ 1.00 l.aa 1.00 1.00 1_00 1.00 ACjDSl/Vah~ 35-7. 35-1 37.3 87.! 43.d 37.7 41.f 17.6 13.1 50.6 bB.7 78.7 IG9 by ltov~~ D+ D+ ' C- A D- C- ~ 8 B D D~ ~~ AQI7kAVgQ~ 3 3 o i3 13 2 39 10 1 ~ 18 16 a~~~ia~~~~~+i~i~~~-~~f-Nli~~i1M1~~f41~1~~~~~A~N~f~~4~a-i~~ra~~~~rf~#~~~i~H~i1~ f x~ot~~ poaue seported ia Cha munbss o! oar~ prr 1#n~. lY~ft1X 7.l.071S t~7 1006 Dovling A~~oo. Lice[ISed Co CI1T OF Cf7piRTINO Exid[nq PM Feak Thu Oct 11, 3007 14+30~33 Page 17-1 ' • -""-""""" """ """"""'-' ^"--'-"""'-""' ^"' __. _""`-""' CupeTLlno '[IA LnterSectiOa CalCUlACione LeYel Ot S![ViC! COR~I1LLt10A R6p0lt . 7000 8c74 operaticne t+lethod (Flttuza Volume Rltemaei~e) •~~kvfi~f~lalf~~ft~~i~~ilri~~~f4ii~~~~hY~fl~~~i~ill~t~4fi~ilAfti~~~fi~i~L~~{~{e inCerseccion Ite 9telling L Creealea! Lycls (secy~ . 80 CrSCieal Vo1.JCap.(X~: 0.~3~ Lose Time (sec1~ 12 (Y.R.~.O 8ec1 AVpib4~ D!1!y (68C/YQBIe 11.9 opCLmsl Cy~le~ 60 Level Of 4ervieea Sr «•.a•~a~r•a..aaa.~~aiwr~~a•~~~~~ra•.•~a~aar~a~~~a~a~r•as~~~w~~~~rr~arr~~~ra~r• Approaeh~ North Houad 9ou~h Saa~d SaaC Hotufd keaC $aund l1OVeTentr ~ L- T - E L- T- R L- T- A L- 7- R ____~""'•_' """""""" I I"""""""'' ~..~..._,-~~~_,..~ ~ ~'_""__"'"'"_ crontrol~ Pe:micced PernuLCed PiexmiGted Pemiitted Rightar Iacluda Iacluda inciude Include Mia. 6reeni 7 10 10 7 10 10 7 1C 10 7 10 10 Lane~~ D 0 U 0 O_ 0 0 1! 0 O 0 0 3~ 0 D 0 0 11 0 0 volune noaule~ Base Vol~ 16 EN orowcn Aai~ i.oo i.oo Initial B6se 16 587 Addad Vol, 0 O Pa~DatByVOl~ 0 Q Tn3tial Fu[~ L6 SB7 Vser Adjs 1,00 3.00 DFff Adj ~ 0.92 0.lZ PNF Yoluns~ 17 638 RWtlec VOl~ 0 0 ll~dve~d 902. 17 i3B 9C6 Adi~ 1.00 1.OD -fLV Mi~ 1.D0 1.OQ linal Yol.~ 1? 63B 1] 11 6d6 35 85 11 25 74 1l 24 i.oa i.oo 1.ao t.ao x.po x.oo i.oo i.oo i.oa i.oa 11 21 C68 35 9S 11 7S 7a 11 39 0 0 0 0 0 0 0 0 0 0 0 0 0 •a a o 0 0 o a 12 21 B6Y 75 55 11 25 79 ~1 jA 1.00 1.00 i.p0 1.D0 1.00 1.00 1.00 3.00 1.D0 3.00 0~91 0.97 0.f3 0.l7 C.9] Q.f2 0.l2 0.l1 0.82 0.97 13 2] 9~3 38 BO 12 27 26 23 ZE i D 0 1 0 0 i~ 6 0 .7G 17 7] 9~] 36 6~ 17 lb 76 73 6 1.00 I.00 1.00 1.00 S.GO 1.00 1.00 1.00 1.00 1~90 1.OC 1.OD i.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1] 73 !43 E6 60 11 15 7fi ]3 6 9aGuratian F2or Flodule~ Sa!/Laner 19G0 1800 1900 1900 19D0 1900 3900 1900 1900 1l00 19~0 19C0 NS~UfCtOllit~ 0.l~ 0.l7 0.f7 0.9] 0~l7 9.92 0.~7 o.sn 0.92 0.lZ 0~92 O.B] Laal~~ O.D3 0.lS p.07 0.0= a.l1 0,0~ 0.69 0.14 Q.37 0.~7 Q,~7 0,11 PSnal i~G•+ ~6 1673 37 e0 1d~7 63 is0~ ~~i 306 t~0 726 19~ "'~"'"_"' I"""""_"" I ~'"""""""' I I"~"""""" I I'"""'_"""' I CapadGy J1n~lysi~ Module~ Voi/8a,s~ 0.38 0.~1 0.78 O.S9 6.51 0-57 D.OS 0.05 0_OS 0.0] 0.0] 0.03 CYSL MbV!!r •r~• •etf Qs~nt Tive~ 56.0 Sa.O S!-0 Sl.O 5l,0 56,0 30.0 10.G 10.0 30~0 10.0 30.0 Vo2usr/t`ap~ 0.57 O.S3 0.53 0.79 D.74 0.79 0.~0 O.iC 0.90 0.75 0.75 0.15 nelay/Veha fi.S 6.3 6.6 1].1 12.1 1I.1 37.5 37.3 37.5 31.a 34.6 ~4.~ veer Daua~, i.oo i.oo i.oo i.oo i.oa i.ao i.oo i.oa i.oa i.oa i.oo 3.00 MjDel/vah~ 6.5 6.3 6.5 ll.l 1~-1 12.1 !7_S 37.5 37.5 3~.1 3~.4 31.A L08 Dy' Mow ~ A A A Y S 8 D+ D+ D+ C- C- AC~13kAVyQ: 6 i B 19 19 19 3 3 3 9 ~ 1 •NIR1i1M~}~\1N~iirial~~~~r1le~~~11~a~~~~~~-~i~~/i~~11~~i~ir~~Y-~i~1i+4'~11a~~~r lbt~~ qu~u~ z~porCed Sa t7u nurtber a! cax~ per lan~. Tralflx 7.5.0?15 (cl 2006 oowiing Asex. Lieariaed w CITY OP CIJeBRiIND ~ A ~ ~cLfieng PM P~ak ~ ThU OCL 11, ~OG7 1~.30ri3 P11g~ 13-1 "_"""'""""' """"""""""""" "' _' __"""""""""""""' [up~s[STp TIA IaClrilCLiOn Calcul6[ione i.eval OL Srrvic~ Ca~putation Rapaxt 10oa HCM Operaotona Mettwd (FUtnsa Yolnma AStemsciva) •1*~ff~~~~M~~fi~~1~~f~~l~M~~if~~~~~Vff~f-ff{l~itN~N~iiii~~~J~~~i~i~l~~iif~~• interae[cia~ R9 ste111ng i tlcClallm ur~r~~.a.re.•:~r.~•~r...•~.~...r~~~~~.~~~.r~r~~~~•a*~~~~~~.a.~~r+s.:«~...r•.~r Cycle (e~c). 7S CriticaS vol,/cap..(x~: o.79b 7aea Time (aeel~ 1] (YtA~4.0 !!W Avexage De16y Isec/veh~~ 37,7 Opti~Ml CyCker 6! Lav~l Of StsvlCa D+ •-rif~~liLrii~ar~i~~i~N~N~i~~~~~~i~~1R~~~a~f11~f~Fri~fi~i~t~s~~~~i1~ri~~~ll~~~i~N npproaed~ l~osca aouna soucn eo~ma casc 9ama -ra.e eamd liWeme~it~ L- T- A G« Z - R L- 7 ~ 1C L- T- R "" """'" I """"".' _' _ ~ ~ """' _~ ~"" ~ ~ .." «"""""" ~' "'""""""" ! Controla Psoceeted PrOGact~Q Met~ecad Pmt~ct~d RSghGe~ Znclude Includ.e InolvGe Yncluda Min. Gteea~ 7 10 10 7 10 10 7 SO 10 9 10 30 Iaaes~ 1 C 1 1 0 E 0• 1 1 0 3 O 0 1, 0 1 0 S 0 3 -__.______'_~_"_____'^_~___~~___._"______..~~_"________"__~~_______________~ Valume Moduls~ ' Bua Vols 11B 73a ~] 330 38~ 193 17s 134 1]f 333 376 15~ Crowth Adj. i.ao 1.00 1.00 1.00 ].00 1.00 I.00 1.00 1.00 1.00 i.oo 1.C0 Iaitial SOe~ 12! 13A ~2 330 ~64 183 174 111 179 133 776 151 hddad vo1~ a 0 0 0 0 0 0 o a a a o PosserByVOl~ 0 0 0 O 0 0 0 D 0 0 0 0 IS17.C1.A1 PUG~ 12B 134 72 330 56! ' 183 171 41~ 179 333 376 1S~ V6~7C Hdj: 1.00 1-00 1.D0 1-00 1.00 1.00 1.00 1.CD 1.00 1.00 1.00 1.00 YAP Adji 0.9] 0.97 0.99 D.93 0.4] 0.9] 0.92 0.91 0.93 0.97 O.f1 0,92 PFff V0191oEi 139 25~ 7B 359 513 199 189 450 1~0 148 i09 167 AlduCt Vola 0 0 58 0 0 1S 0 0 ]! 0 0 131 Aeducad vol. ls9 75a ~a 8S9 Ei] 18a 189 ~SO 101 1~5 408 3G res Aaja i.oo i.oo i,oa i.ao s.oc i.oo i.oo i_aa i.oo i.oo z.oo z.oa H~ rey. i.oo i.oo i.oo i.oo•i.oo L.oa i,oo i,ao i.ao i.co 1.oa• z.oo linal Vol.i 1!! 264 70 3S9 613 17~ 3B9 450 SO1 14E ~09 3B """""_'' """""""' ~("""""""' ~ ~"""""""' I ~«."""""""" ~ Saturatim Floa Moduls: ~ 9at/Gtli~~ Ll00 1900 SfdO 1i00 1900 1900 1900 1900 i900 1900 1900 1900 Adj119ttnll~[~ 0.97 0.86 0.98 G:97 0.9Y 0.95 0.92 0.95 0.95 0.97 1.00 0.!] L6Ol6~~ 1.G0 l.lS 0.18 1.00 1,53 0.47 1.00 0.82 0.1! 2.00 1.00 1.00 Pinal SaC.: 175p 7417 177 175D 7Yti6 Ib~ 17B0 1~89 731 1750 1D00 1750 ------------I---------------II---------------II---------------ll---------------I cY .csey analy^s. nwaul.~ vo~/sac. o.oo o.o~ o.ov o.~o o.aa o.az o.ii a.ai o.ai o.oe o.az o.os CYit lAOVtBi e~~• ~~~• ~ +w-~ f~~~ Gteen Tltoer t.6 30.0 30.E 1l.~ 7.9.7 19.7 11.6 37.3• ]7.] 7.f 73.1 23.1. Polwta/Cap~ 0~7D Q~36 0.36 0.l4 0.82 O.A~ O.TO 0.8~ 0.81 0.9~ 0.74 0.07 rialay/VeLa 50.3 34_9• 3~.9 4~.7 33.6 ]3.fi C4.0 ]4.] 3~.9 6D.7 29.7 19.6 Vses WSMy~ L.Oa k.00 1.00 1-OD 1.00 1.00 1•00 1.OC S.OC I.00 1.00 1.00 }IdjDelN~b~ 60.J 34.9 )~.9 ~~.7 33.B 33.6 4~r0 3~.2 34.] 69.7 29~7 1B.i L09 by Ma~tai D C~ C- D C- C- D C- C- 6 C liCM2kAvgp~ 5 ~ 4 11 I1 11 b 1S 15 6 10 1 ~w~~~~~~~r.r~~~.~~~.r.ra•~..a.~..•.r«.r..~..•a.~...w«~•..ts.~«~a~~aa~i~+~~~•~ Notss Oueus renorend is ehe mnober at cas~ per laaa. ?ra!!ix 7.1.071lf (cl 7006 naaling Aaeee. LSuaeed ta CIlY 0!' CUP&~INO m A v szi~etng . a'ci la1 vaak Thu oet 11, 700~ 15~19~11 Pa9a i-1 _____________'----"_'____•'__-'.__••__._______________•'._____._.___.__'-_.. ~ Cupsrtino TL71 IncersectSOn Ct1eul~Lials • 3c~aario R~port Scenario. ' ~cirtiag . nT2 1W i+~ak ' Co~und, 6x:trriog a AYI . Psojeec ut V02~e. 8xiatiag + ATI Nt Peak Nour 6eomscry. Sxiscing . nTS H~t I~acG Fea ~ Dpf~ulG S~aCE Fes Trip Generatians Nona srip DSstribuCioq: Daily Pa[hai D9[iult P6L116 . ' Aautas~ DetelllG Aq1L1lS OpnCigLLRtiorit Latav,lt CattfiguraCion , TiaLCix 7.8.071b (C) ]OOL DaN11Rq 71s1aG, L1.CRMed to CZTY 0~ N@HRT7N0 Sxi~cing . RTI AM Peak Fhv Oct 11, 1007 14~19~31 ' •"-"-"""""'-'."'-----"°---'- -----'---"""-^'_' . Cupertino SIA Zncer6ectlon CllculacioW """_' _""""_' _"""_"". _...."".. ~."'""^'"""'.., ~ _ Trip Distribuciaai Aeparc Percedc Of Trips Dally 1b 03Lle . 1 I 3 4 S 6 Z°ns --'-- -'"^ '---- -'--' ----- '-`-' 1 a0•.0 ~0.0 5.0 7.D ].D ~5.0 pag~ 7-1 """" " "" 17dEIiX 7.8.0~15 (c) 2006 DOwliq9 ASYOC• LLcUISCC to CIT1! OF~NPSRTINO Of A Oo Sxiscing + 717I !~!1 POnk Thu Oci 31~ 7ao7 it.19~11 4age 7-1 """ """"""' -- ,..""' -""""--~------"---""'. _... " """"' ^, -, Npe~c~iefo TIA Inker~eetioti,Calculttions """ """"'~.....--'------'-'--"'"-"""""" "'-'-" """"""" "' '11iz~ain9 e~w~mmc a~port Volurtr laorthbound sour~~,•e,^~ aaaCUOUnd K~scbound Rueal 'rype Le{t Thcu R1ghC LlSC;Phx1! A1qht LaSC Tbru Aight Le.tt Tlt=u R19AC ~luow a1 Sew~ne Cr~ek 4 8ubb Rd Sssa 31~ 11 505 93 39 SO 1~ 779 67 S07 !6~ 35 7116 naa~a a o 0 0 0 0 0 o a o a a o 1bCi1 14~ 11 505 93 ]7 00 1~ 9'19 !7 SO7 B61 3S 311i ~17 8cevenf CY~ek L Na.ry Ave SA!! 37 6 29 70 11 17x 77.k 1016 6~0 717 Ya5 61 33~4 Add6d 0 0 0 0 0 0 0 O ~G 0 0 0 0 Total .17 6 79 90 11 171 73~ 1016 610 717 ~45 67 33R4 i3 8tevenb Creslc i SB {S P.a~! Base 0 ~0~ 0 106T 0 201 0 117~ 1!0 706 692 0 3a10 • AddeQ , 0 0 0 0 0 0 0 0 0 D 0 0 0 Total O 0 0 1067 0' 301 0 11'7~ 1!0 =0~ 683 0 )110 R1 Bt~vln! Ccsmk 4 Ne BS Rampa , Bese ~0 101 0 ~]B S ~86 601 157{ a 0 i77 S77 416! Addld 0 0 0 0 0 0 D 0 0 O 0 0 0 TOCL1 ~0 101 0 1]B S 1!S 811 Y671 9 O 622 63] ~269 115 9tevaia Crsak i etalling xd ' Ba~a 39] S87 19~ 213 734 231 753 ~77 1!3 571 873 1<7 ~{$6 Added ' 0 D 0 0 0 0 0 0 D D 0 tl 0 TOCal 39~ 869 1~B 213 35t ]31 457 ~77 1!3 571 esa 143 4~5~• ~6 9tevsni CYamJc i BAICH eae! 0 0 0 b~ 0 103 75B 1134 ' 0 0 979 60 1557 Aaaea o 0 o a o 0 0~ a o o a o 0 7bG61 0 0 0 3~ 0, 10~ 359 1124 0 0!77 f0 1557' ~7 SCWM! 4YOek 4 8Ta71dley ' s.a. i~ a~ a as 9 ~+ iso ~s~ ao ae 3i» ioa aaos ~aaaa o• o 0 0 0 0 0 o a o 0 0 0 TOLil 14 7~ 2 36 8 71 lsn 75~ 20 7Y 1137 106 ~306 !B St~lling L Qt~e~tlen! AIAa 14 672 3~ 9 6D6 50 109 ZO ,]1 74 lE 3~ I616 AddeQ 0 0 0 0 0 D 0 0 a o 0 0 D 1bGa1 14 i72 91 ! 606 SO 1D9 10 ~] 9~ 18 ~] 161i ~9 8celling i MOC]sllsn BeBe 717 6BR 7B 113 ~BY 6Y 792 a31 41 56' Z93 1S9 11~1 Added tl b 0 0 0 0 0 0 0 0 4 0 0 '1oca1 717 6Y/ ~S 127 !9 69 ~92 151 ll Si 7!b 159 7341 TtalEix 7.l.oni (c- 700i DertlL~vg Afwc. LicanC~d co CI1Y OF CUPE[fPID10 Exi~ttng * ATI N! Peak TLLL OCL 11. 1007 24~19~11 PAg! ~-1 __._'..___-__'-'__"_'__•______________________'----------......________.'___.__ C~ezcino TIA Ins~rasetion Calculatian~ _-.,.___________________________'-----'-^-----------°..-`_-_-..___.-___.._____^ Inpect Iu~a7.ysia• A~porc Level OL Bsrvice intrrsection Hace FLLCUre Change Dsl/ V/ Del/ V/ ia ' GC5 Velt C IAB Veh C p 1 St4v0as Ct6lk & 8ubb Rd c- 33-0 0.639 C- 33-G 0.634 a 0.000 A/V N 1 Stewan~ Cnek i Nery 11ve C+ ]1•1 0.451 Cr 27.i 0.451 r 0.000 D/V 11 3 aeevens Creek i SB DS RawA~ C 28.6 0.523 C~s.a o.ssl • 0.000 A/V 11 ~ f St~van~ Gn~k k+~n BS Fanpo C- 3].9 0.~82 C- 33.9 0.6Y9 + 0.000 nN # 3 9teveaa Creek i 9Celliag Rd D 39.4 0.759 A 7D.~ 0.759 • 0-000 D/V ~ # 6 9tevmS L'raek i 6AICB B 13.7 0.791' 1 13.7 ~.]92 + 0.000 D/V ~ 7 Bterene Czeak a BranAley 9 16.7 O.iO~ 8 36.~ 0.404 + 0.000 DN ~ t e soexi~ a oz~aa~~ 8 13.3 0.618 H 1).Z 0.6I8 . o.ooe aiv ¶ 9 Be~lling n MeCLdlaa D~~.5 0.705 b~0.5 0.705 + 0.000 D/V Y=eLL1X 7.l.O715 Sc? 200b Dowling Asax. LSconsed ta CSTX IIF CclpEttTINO ~ ' A . . c0 ' . . &YSSCinp . nTi AM Penk Thu Occ 11, Z007 14~1l,31 4ag~ 5-1 --"--"" -""""""•"' ._~'-`.-'_•"""' "--"-----"---'--------- CupertSno TIA InCerBeeGion CalNlacictfa Level Ot 3~rvice Camputatian Aaport 4000 ALSt Oparatiow Hatbod {}utur~ Voltvr 141G~sniciw) aa~~r~~a•.era+•ra.~e.•~r.•s.v+.•s.r~~~»~e~~rw~~~e~~~~~r~a~r~~~~~~~~~~~~~r~~a~• 2dc~raeccion }A Seavene Cr~ak a Bub6 IIQ • ii~liifr~lr~1`f1~ii~~eii~~~~~ii~~~Y~~~~1~H~~~~N~~~~~~7l~~t~~~~ii~~~rMi~~~~Wf~ie~ Cycie laee): 1i0 (Xicical vol./Cap.(X1, a,i39 nosr Ti~ Isec): 1] (Y+74A.0 sec) Average nelay (sec/veh~~ a].o Optiaml Lycl~. S~ I,~v~l 0! 9ez'vices C- •~~~a~y~~a~~a~~•~r~••r•.~a~~a~~•~.~ra~~f~~i~.+d~r~A~~~r~f~~Ire~~F•~~H~~7a~fst~~~ AFP~KbI NOttti AOIFRI~ 3o11C~1 BWIld &i6G 8W[1Q ~~'~!!C A011[Id Movemeat~ L • T- R L- T- R L- T - R L- T- R - ----------I---------------Il-------°------II---------------II---------------i Concrol: 8p11c v0ase 6plit Phase Protaeud • ProtectM Riqhts, Ovl Include In~7,ude Iacludo tain. 6rom~ 7 io Lo ~ io io 0 1o so 7 lo io litl~t~ D 1 0 D 3 1 b 1 0 3 1 0 7 0 L ] Q I 1 0 "'_____._-_~____•."'______~~_______________~~__'_^^___-_____I~"'___.________~ voluir Nodule, Base Vol~ 14~ 11 &OS 93 17 50 1S 779 B7 SD7 i6~ 35 Growth Adji 1.00 1.00 1.00 1.00 1.Q0 1.OG 1~00 1~40 1.00 1.00 1.00 1_00 Iilltial 3aar I~~ 11 608 !7 77 SO i~ 779 p1 507 064 35 AddeC Vol ~ 0 0 0 0 0 a D 0. p 0 0 0 4asrarsyvola 0 0 o a o a o 0 0 0 0 0 iaitlal Put• 1~4 I1 SOS~ 93 ~7 SO 1~ 7~! B7 a07 iH 29 IIrer Mj~ 1.00 S.OD i.oo 1.00 l.ao 1.00 1.OD 1.00 i.OD 1.00 1.00 S.OC PAF Adjs 0.77 0.97 0.91 0-97 0.97 0.f7 D.lx 0,92 0.97 0.92 D.92 0.99 FAF VOlvne~ 157 12 Sif 101 ~79 54 IS 147 8S 951 939 3! Rsduct Val~ 0 0 34• 0 0 ~7 q 6 65 0 0 3 Heducad Val. 157 1~ ~03 101 ~! 7 13 !77 ~30 b61 9]9 35 PCi Adji 1.OD S.Op 1~OQ 1_00 1_00 1.00 1.D0-1.00 1.00 1.00 1.00 1.00 14,F J1dji 1.Q0 1.00 1.00 1.00 1.00 1.00 1.00 1.Q0 1.0- 1.OQ 1.00 1.60 Fiaal Vol,~ 157 S7 103 101 79 7 1S 8~7 IO SSS !3D !5 __ _ _"""'_ ~ "_"_'_' _"'_' ~ ~ ""'" `_"_"" ~ ~ """'.."""" ~ ~ """' ~' __'_ _ ~ Saturttioaf Flar Modul~. 8!t/IAAa~ 1)00 1l00 1)00 1900 1900 190Q 1900 1900 19D0 1900 1900 1900 7ldjnsEment. 0.98 G.9S 0.13 0.9i 1.00 0.91 0.9~ 1.00 0.97 O.a3 0.l7 O.aS LY~~Y~ 0.l7 Q.07 ,7.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 1.93 O.D7 Pinzl Bat.: 1677 i2B 3190 1750 1900 17b0 1750 3~aQ 1756 )1S0 ~867 137 '__________'~"'__________•'~~___-~._____•'__~~____-_'._"'-__~~__-____." ""_~ Capeaity Aoelysi~ HadW~~ Wi/9ee~ 0.09 0.09 0.13 O.o6 0.02 o.ao a.oi o.72 o.a2 a.37 o.2i o.26 CiSC NWlDt st~• ~•.• •.~~ •.~• 41nen Tiar~ 17~~ 17~6 ~O.E 10.9 10.9 10.9 17.5 ~1.9 ~1-9 32.9 61.Z 61.7 Velums/Cap~ 0.64 0.61 0~30 0.6i G.17 0.04 O.Of 0.6~ 0.08 0.64 0.52 0.52 Delay/Vehs SD.S 57.5 33.7 ~O.t 37.6 b0.4 ~~.4 75.1 ]Q.0 11.9 10.6 70.6 Vv~r DalAdii 1.00 1.00 1.00 1.00 1.00 1.00 S.DO 1.00 1.00 1.00 1.00 1.60 JdjDel/Veb. Sl.fi 59.5 73.7 70.8 51.6 SO.i ~~.1 Il.1 36.0 ~3.- 20.6 7D.! IAB by Dbve: s~ 8~ C B D- D D Dt " C D Ct 9[M3JtltvgO: 7 ~ 6 5 1 C i I] 3. 11 17 ~ 1] ~*a~~~~s~~~a~~~a~~~s~~»r~~~~~x~s~~~a~+~w~~~w~-~rs~s~~~ar~ss~e~i~e~tr•:~r~~r~rs• t+oCe~ quwa repast~d is the maebes af carq per laae. 8kiecing ~ AiI Att Pesk Thu OCt 11, 7007 11~3A~11 Page 6-1 "-'-"""""""--' '^'-""""'--"-""^..'-'•"""""""""""" (.Lpe=CSno TiA Incereection Calcvlatlona La~el OS 9arvice ccmputacion xaport 2a00 xc7~ pyeraciona Hethod (lVture valusie A3tsxnLttve) ~e+~•.~•~~~ra~~~.~~••*~rwas•sisrta~e.~•ra.~.•eraa.r.~~r~..rara~a~y.awslra~~~~•w+ri inClcS~ttio~l N2 6tevene Creek 6 Mary Av~ ~~~~~~~~~l~ifes~~Y1t~1~w~ia'r~t~~f~~1l~i~1~~~~liA~~4iYi~t~~~l~Mr~~i~r~~Mr~~• CyCls (fea}, ~S Crttical Vol./Cap.(%)e ~.451 i,ass rime (aee)~ la (YiR~4.0 sac) Average Dal~y (eec/vehl~ 11.~ opsinsl G~cla_ ~6 • Y,evel OS Sesvlcai C+ •f/f~~~~~~~~-~Y~~~~a~~1f~~/feltf~~~ti1tA~~~s~a~a~1r~I~t~~i~H i~ka'~r1tlrlf~falset ApprotCa: ftotth Bptmd Swth Dound Tw[ Bouxu! Weat eound hbveoertcs L - T - R G - T - R • L - T - R L - 7' - A ------------I---------------II----°----•----If--•------------Il-..___~--------I Contzol~ Protec~ed Prncaeted ProteGted Drot~ccad aigh~c~ iacludo Snc1We iaclude Saclude Min. GYceer 7 SO SO 7 10 10 7 iD 10 7 10 10 Saaes~ ] 0 0 1 0' 1 0 1 0 1 1 0 3 0 1 1 0 3 0 1 ------------i---------------I1---------------I1---------------Il---------------I Wlwr Moelula. BaSe W1~ • 37 6 29 7D li 172 211 1016 640 217 Ba$ 67 crarth ad7: 1.00 1.00 3.00 1.00 1.00 i.DO 1.00 1.OG 1.U0 1.00 1.00 1.00 iniyial Bee: 3~ 6 29 70 il 177 ]1~ SOi6 660 217 643 57 Addad Vals 0 0 0 D O 0 D 0 0 0 0 0 Pa~=eYByVOi~ •O 0 0 0 0 0 0 0 0 0 0 0 IY11t1s.1 Puta !7 ! 3! 70 11 1~1 ZiS 19I6 610 71? B~S 67 Uf~i Adj~ 1_00 1.00 1.D0 1.00 1.00 1.00 1.00 1.00 1.00 1.06 I.00 S.DO PKF' Adjr 0.92 0.91 0.97 0.92 9.91 0.92 0.91 0.92 0~43 O.OA 0.9] 0.47 eH~' Volume~ 10 T 37 76 .13 167 233 1104. 696 2~6 91e 73 AldUCL Vbl~ 0 0 25 ~ 0 Y95 ~ 0 0 Sl8 O 0 57 EYdneed W1r d0 7 7 76 1Z 43 733 1104 148 236 91B 16 EC8 Ad~. 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 Mja 1.00 1-00 L.00 1.0~ 1.00• 1.D0 1.00 I.DO S.aO 1.00 1.D0 1.00 71na.1 Vol.~ ~0 7 7 96 11 ~] 7E7 1304 1~! 136 918 16 _.._..~."_""' ~""""'..r"" ~ ~""'"""""' I ~"""'__'_"" I I"_'""""""'' 9ltux'~tioo PIOw KpQO,1Ea 9at/Lau~~ 1lDO 1900 1900 1900 1900 L900 19D0 1900 1900 1900 19D0 190U~ AdjustsaEi O.f3 0.96 O.iS 0.92 1.Q0 G.94 o.aa i.00 G.li p.9~ 1.00 0.93 Ianea~ 7.00 0.50 0.50 1.00 1.00 1.00 1.00 3.00 I.OC 1.00 ].00 1.00 FSCal iaC.r 3150 900 400 1750 1l00 37~0 1750 5700 1780 1750 57D0 1750 "-"-""" ~'.~.._:...""" ~ ~'""'^"'..'_'_" ~ ~.""""'_""~ ~ """""""' ~ Capacley Analyola,MOdula~ Vol/4at~ 0.01 0.01 0.01 O.o4 0.01 O.D2 0.13 0.19 O.OB 0.7.3 0.16 0.01 C=SC MOV!!i +~+~ e~~. -~» •~e• 6r~~ Ti~ae~ 7.0 So.O 10.0 7.a 10.0 10.0~ 70-6 2~.1 17.1 11.! 74.2 =t.2 Volmn!/Capi 0.14 0.06 0~05 0.~7 O.OS 0.11 O.aB 0.34 0.79 0.5~ 0.4f 0.03 Qelay/V~h~ ~2.1 ]B.B ~8.8 u.s aa.~ 30.5 36.0 1Q,0 17.5 28.9 70.6 16.8 Ueer aeladji 1.D0 1.00 1.00 1.OD S.CO 1.00 1.00 1.OD 2.00 1.Q0 1.D0 1.00 Adjbll/VOh~ ]7.4 7~.~ ]{.1 l3~6 7l.7 )O.b ~6.0 20.0 I7.5 3i.) ~O.f 16.@ 7~9 by Mova, C- C C D C ' C C H- ~ 8 Q C~ HQl2kJlvgQ. 1 0 0 1 0 1 S 7 3 6 6 0 •rr~f+r~fr~flt~a~r~•a•a.~r~fa~~~+~~ars~H~~faNrf~~~f4rr~~~~~•Y~a~Irirlra~Ar4l~wf Note, pusue reported i~ tbe nuaber oI care per lane. Tratiix 7.i.0715 (C) ~096 Donling Afxx. Licats~~d tp CITY OP COPER7'IDTO TceLl~ 7.A.0716 (a} 2006 Drnrling Aaeee. Liaepeed io CITY 6F CuPBRTIDIO DtisCiag +,A4Y AH veak Thu Oct 11~ 200~ aa,19~11 Yage 7-1 ----------------"----'---"_"_'______._..__...._..____.____-________..___._ Cupercino zi~ mtazsectioa Cyleulacions Gavel o! 9exvica Computation Report ~Daa AC?1 operatioai Het]rod (Futuse volwns A1CernaCivel •w~aia~~~~~~~~e•a...••.•s•~.ea•••~~s~a~~~s~~~~~a~~s~•aaa~~aa•~aa~•a~.~a•rra~~a~• iecarsactioa ~3 BCe~eeu cr~slc ~ 69 es Aamp~ •.. ~~es~~a~~r•~•~•••.••.~~•...~r~~~~e~~rrs<«.a.••r..•eruor.»~r~r.r~~~wr~~ Cyela <ax)+ iso crictcsl vo1:./csp.lx}r a.s7a Low ~ime.leec)s 9(YaA-~.0 s~c) Ainrag~ D~lay (eae/v~h1~ 18.6 Opcloxl Cycla: 36 Leval 0! 9esvlce. C +:s~a~A~`A-r~aa~~aiMlra~aMaa~ ~w~a~H~1W •~~•raaa~Ha~IreMr~ Hta~i~aa~rl aaaMS-riea ApDroach~ Nozch Baund Bouth Bamd iaat 9wod Wept 9ounC Movemento L- T - R L - T- A L- T- R L- T- R .__..____--_~__~____----'---7~------"-'-'-'-~~_______________~~_._______...._..~ ~ontsol~ PExmiC[ed PsoGecLed PqsmiCt~d Dratecced RighE6! IRCluda I.tfelud~ Iuclud! Inelude MSn. Oraen. 7 1v 1O 7 l0 10 7 FO 30• 1 30 10 Leae~r 0 0 0 0 0 • 2 1 0 0 1 0 0 1 1 0 ~2 0] 6 0 ^__^_______`~ __"_"""""~ I "'"""""•'_^' ~."".««....«...'. { I "'•"""""' ~ V0117me WOEV1l~ HaYe Vole 0 D a 1Q67 0 101 0 l17! lso 30f 692 0 Cisotrth lAjr l.oo i.oo i.oo l.00,1.0o i.ao l.oo i.oa i.oo 1.UO i-Oa 1_Oo Eaitial H~e~ U 0 0 3057 0~ 301 G 117~ li0 .j06 682 0 IiddW Vol~ 0 D 0 0 0 0 G 0 D 0 0- 0 Pu~~rByVOl~ 0 0 0 0 0 0 0 0 0 D 0 0 IniGisl Ettt~ 0 0 0 lOf7 D 1G1 0 1171 1B0 206 e71 D va.r Aei~ i.oo i.oo 1,oa i.oa i.oo 1.ao i.on 1.oa s.oo l.oo l.oo l.oa PAF Adj. 0.97 0.91 0.92 0.97 0.92 0.91 0.9] 0.91 0.99 0.97 0.91 0.92 ?F1P VO1W4~~ 0 0 0 1160 0 130 0 1276 ~196 aa~ 751 0 RadueG iTOl. 0 0 G 0 0 !1 0 tl 1]I 0 0 0 ReduclG Wla 0 0 0 1160 0 ~B D 1476 6~ 2» 757 0 PCS AQ~~ 1.00 1.00 1~00 1.00 1.00 1.00 1.00 1.~0 1,40 1•0~ 1.00 1.00 M.R Adjt 1_00 1.00 1.00 1.00 1.00 1-00 1-OC 1.00 1.QQ 1.00 7.00 1.00 F1SSa1 VO1.~ 0 9 O 1160 D 1! 0 1776 61 27! 757 0 ___.__._""~""'__________~ ~ ___________'_.. ~ { """_________ ~ ~'---°--°--'--) Satunltion Flow MoCule: ~ Sat/Lme~ 1800 1900 1-00 1900 1900 19C6 1900 1-00 1f00 1800 1900 1/00 ~uslmmnc. 0.91 1.6Q• 0.41 G,l7 ].00 0.93 0.97 0.9f 0,!! O.d3 1.Q0 0.l2 Iene~~ Q,00 0~00 9,00 1,0U O,pO 1.00 0.00 3.YD O.ZO Z.00 7.00 0.09 Yinal SiC.~ 0 0 0~950 0 1750 0 7143 755 3150 ]!00 D --•----•----I------=--------li----------•----II---------------II---_..._-_-----i aP~i[y MilY~Sa Modul.~r Vol/80.C+ 0.00 0.00 'O.OC 0.43 O.oO 0.03 0.00 O.SB 0.1! 0.07 0.70 O.CO Cr1[ lfOvA4~ •r.r ~~•t •i4• f~eM Timle 0.0 O.Q 0.0 53,7 0.0 53,7 0.0 41.0 11.Q id.3 37.] tl.b Volatu/Cap. 0.00 0.06 0.00 O.i3 0.00 O.OG 0.00 0.52 0.57 O.S7 0.61 0.00 Wl~ry/Veb~ 0.0 0.0 D.0 ]a.! 0.0 19-0 0.0 37.5 71_S 59.6 41.1 0.0 Uae1C I7~lA6ye 1.00 1.D0 1.00 ~3~00 1.00~ 1.00 l.oa 1.OO 1.00 1,00 1~OO 1.ao Adjlfel/Veh~ 0.0 O.G O.0 7i.! 0.0 19~0 0~0 31.5 ]2.8 67.0 71.1 0.0 IDB by Move~ A A A~ C A 8- A' C- ~'C- n- C~ HQ12kAVgQa O 0 0 1? 0 1 0 SO SO 5 / 0 •ir~lH~ff~f ~~1~~IiiVrI~~T ~1~1~01~~M~~tH~i~~~~a~~aa~~~a~a~~~~~~~~~~~~~1~~~~~~~ Ns tteta. Qusue xapert~d 1^ th~ numhar of ear~ p~r im~. rratti~c ~.e.o~se (c) ~ooe nowlinq aasoo. t3csased GO CITY OP COP&tTSNO tStieting F APZ AM Feak Thu Oct 11, 7007 14+19~11 Dage e-1 "'-. ~_ _.. _..'--"-" -'-""""---°-"""""° -" "~ ~ _ __--""^"'-^--,- ' Cupertino YSA in[arseCtion Cdiculationn ' Leval Of Saxvica C~wputstion RlyalC 2000 i1CM OptiaClON MQCI10d (FUttllt VO1VM A1CQIDa[ive) +~wa~~~arr~r~~~~~.~r~~i+.~ar.~r.+~•+sr~ia~yR-~~~~~t~~~i~~+~~~a~e~~~rrr~wrfswrr•+i YriLEtBlCCi0i1 t~ SLNlP9 CrEEk i NS 95 Aa~~ •~~R~~~~~•~r•~•~~a~~•~r•~u~:~~~~~RSwswe~~~H~~.ea.•~~~`ariw•~~~-s~.s~~~~~s~~~s• ~ycle (aeC). 3~0~ Critical Voi./CYp.lx1. 0.667 Loss Tims (rec>> 12 (X+Rr~_o eeel Aversge Dalay Iaec/vehl+ 33-9 OpCiei61 Cyell~ 59 Levol OL $arvlCCa C- •~i~~~1~~~~M~~~~~~~a~~~~iH~~~~~If~r~Mlt~~~~eWL~li~~~f~f~{1~~1~~ ~~fi~~~ii1~i• Approaahe Ncrch eovnd Soulh Honnd east eound laeet Bound NaVeEUnLr L- T- R L - 4- R L- T- R L - T- R ""---~-'-- ~"---------'-" ~' """""""' ~ ~"""""""' ~ ~"- MAtrol~ 6p11C 2}ua~ Splic PYUS~ Free~ceed "' °---"" I naxmitted Righte= Zaclude includa InC1Udm Ignoza Mtn. Gt[eao~ T 10 10 7 10 10 7 10 10 7 30 30 Lnesi C 1 1 D 0' 0 0 11 0 1 ! 0 3 0 O 0 0 S 0 1 Volume lSOdule~ ' ~ Hafe Wli {0 1tl1 o aaa 5 4G5 6i1 iS74 0 0 6]2 533 crowct~r,a~, i.oa i.oo i.oa i,no 3.ao i.oo i.oo i.oo i.oa i.oa ~t.ao i.oo Snicisl 8ee: ,{0 10! 0 ~1C 5 41S 6B1 1571 0 6 b~ 5]3 11~idsd Yol ~ 0 0 D D 0 0 D 0 0 0 6 0 Pas~~rByVOl~ 0 0 0 0, 0 0 0 0 0 a 0 0 Iaitiel Yutr i0 101 o aae 9 at5 bsl 157t 0 0 677 533 vser uti~ i.oo i.oo i.ao i.oo i.oo i.oo i:oo i.oa z.oo i.oo i.oa o.oa P}ff Mj• D.91 O.B7 0.97 0.92 0.92 0.92 0-9I 0.92 0-92 0_91 0_92 0-00 W~ VOlUrtq: 47 110 D lli S•5Z7 7~0 1711 0 0 6t6 0 .ReducC Vol. Q 0 0 G D 26! 0 0 0 0 0 137 R~duc~d Vol~ i7 130 0 7e8 S 759 790 I711 0 0 676 0 res ~i~ i.oo i.oo i.aa. i_oo i.oo i.oo x_oo z.oo i.ao i.aa i.oo o.no MLP Ad]s 1_00 1.00 1.00 S.DO 5.00 5.00 1.00 1.00 1.00 1.00 1.OG 0.00 Final Vol.. 4~ 130 0 94d 5 159 710 1711 0 0 6'!6 ~ 0 -"' -"""' ~'-"--"--""' ~ ~"""""""_ ~~' ^""""""' ~ ~""'~... 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Ctip~rtipo ifn Int~rsaCtion Calcu3aCion6 8cenesio Reyort 8censrlo~ Existing + 117I !N Peek COmmsnd: IDcisciny ~ AT7 + ProJ~et AM Voluaa~ Bziatlag + A73 PM Peek Ho~ Cearotzy~ &cirting + A7T Px ' i~a~t 8eei Da~ault Impacc Fee ' 7~rip 6eneratiod~ Nana Trip 6LrCSSbucian, traily PaChe: ~RlaU1C PeLTB ROUtee. b~lault Routa~ ConfigutaGiotir Datault ConligtuCtloA ' SraLlix 7.d.071S (c) 7006 ~rnrllag Aswc. Licensed ca CITY OF CU¢SRTIND SxieGiag . ATI PM De~k Thu Oet 11, 7609 14~31a39 Paq! 2-1 """""""""'""""..«"""""""'""_"""""" ...~. ~-"""' _"' ^' Npertino TLi1 Intersectiori CalailiCiOn! """"""'_'_'_._'__", '_"""""'"'""""""'"""""', """"""' 1Yip Dietrlbutron Reporc DeYCCilC 0! TsipC Daily To O~tu 3 2 7 4 5 6 Zona ° -° ...._ -_--' -'--- _..-' ----- 1 f0-0 30.0 S.0 7.0 3.0 16.0 Trditiu 7.8.0714 (C1 1G06 AO~rliag tbsoe_ LLcanLad CO CI17f OF CVPSATINO ~ ~ C7~ ExloCia~g ~ ATI FM ftak Thq Oet 11, ]007 1~.31~39 Pqy~ 3-1 """""""'.."""""""""""-"- °----"'---'---_"-------"^-"•--" Cuper[ine iIA Ineerfeell~ Cakculetions . _..""""--"' ^'-_."--""""'-^- ^"' --"-.-' -...."""•""'...---'-" 11m~ing H~vemenc Reporc None volum~ NocChbound Bouthbaurfd SsscbowM Nsstbwnd Total iypm Lelt TAru 81ghc Eett Thru night l.aft a~hxu atght !a!t Thzv RS~E Voluue •1 9cmveas Creek 6 Hubb Ad lase 97 1D ~?7 E~ 1! 14 2~ 668 S39 309 '772 i9 30i2 aea~a o 0 o a o 0 0 0 0 0 0 0 0 Total 97 19 ~77 64 19 14 Sf 60B 139 S09 777 Y1 70Bi M~ etevme creek a Nary aw BaSe 1~5 1J fB t5Z 3! 13l ]fi 171i B~t ]OS 116a 123 •B96 ~~d 0 0 0 6 0 0 0 0 0 0 0 0 0 Yotal 215 73 1i 1S3 3f 124 36S 1726 bE6 305 3166 17~ ~695 ~3 Bcrvans CraaR 4 SB Y5 Ra~ Da~e 0 0 0~ 1705 6 751 0 1036 173 ~~~ 739~ 0 ~35~ ~aaen o 0 0 0 0 o a a o a o o a 1bt~1 0 0 0 1708 6 731 0 1036 173 414 ~34 0 ti354 $~ etavMf Cta~1c 4 WY ifi Ricl¢fi • Bue 34 26] 0 25B ] 530 ~91 1909 0 0 934 949 5iC9 AddC0. 0 0 0 0 O o 0 o a 0 0 0 0 40Ga1 S~ 2B3 0 49! 1 530 481 1l09 0 0 934 9i9 5~~9 !5 Scavens Creak ~ 9telling ltd BaDR 331 ]9~ 41S 3!] 5i7 Y7] 2fiB 913 ]1B i7B 17BZ 25] 5865 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 1'OGaI 331 796 414 383 54? 273 266 973 21i b78 178~ 751, S96S ~6 9Gevens CYe~7c R G~ICR 886! 0 0 Q 96 0 167 337 1993 0 0 1415 60 4061 added 0 a 0 0 0 0 0 0 0 0 0 0 0 TOtal 0 0 0 96 O 1!7 737 1993 0 0 141F 60 tQBB k7 8cw~ru Crenk i DranQLey Bu~ 7D 16 tiD 789 16 117 ~43 1380 33 303 1307 SO'7 1371 MdeA 0 0 0 0 0 0 0 9 0 0 0 0 0 iotal 70 i6 ~0 7B4 16 117 ~~] 15i9 , 63 1Q5 3507 107 477! 1B Stalliay G Qraanleii Basm 16 6S7 12 Z1 96B 35 b5 11 25 2~ 11 14 39Q9 ~w o 0 0 0 o a o 0 0 0 0 0 0 1bCd1 16 657 17 13 96B 35 55 LI 75 24 71 74 1B6! #! BG~Iling ~. MeCl.allen Ease 129 369 7] ]~0 6]6 1H3 174 ~li 179 7.]3 3~0 184 ' 709i ~ nadea o 0 0 0 0, o o. a o o a o 0 TOtal 7.76 369 72 330 676 3B3 17l 41Y 129 133 380 154 3D96 Trailiz 7.t.0/1S (C) 200H Aarlitg Meoc. Li[en[ed to CITY O! C[1PEATSNO 01 Cl~ ~ Dsciscing + ATS PM Peak Thu Occ 11. 1007 19r31,39 Paga a-1 _......""""""""" " '.~....~...~.~..."'...__..-"--------'--._.._..~.~... Cup~reino TIA ZateraeelSo¢~ Caleulscions ""'""....""""""""""""'-'--° ---'---'- °--'-""" """""""" ImpaCC Analyels Reporc 7,eve1 at e~rvlce It1ClSSlCCi~1 BAie RICUYB Ctlinga Del/ Y/ Dei/ V/ in TA! VoL C LOS veh C ~F 1 St~vlt~ CT~~k 4 Bulfb Ad C 27.~ 0.656 C]9.4 0.654 a U.000 D/V # 7 8tsvata Cre~k & Mery 11v9 C- 3i.~ 0.~16 C- 3C.~ 0.716 e 0.000 D/V ~ 3 SCevem LYeek 4 B6 a5 AMpS C- ~e.! 0.850 C- 3~-9 0.650 t 0.600 D/Y ~ 4 Stevena Cra~]c i ti3 !S Ranpa D+ 37.4 0.796 Dr 37.4 0.796 + 0.000 D/v A 5 BC6vfM CY'!6k 4 SCtllistq Rd Sa 46.4 0.909 Bt 86.9 0.901 + ~.000 D/V ! 6 8csveoa Craek 6 BniCH ~ Y lti.s 0.844 i 11.7 0.511 ti Q.000 D/V '~ 7 Sieven~ Creek i Hxsndlay C- 33.1 O.B67 C- 33.1 O.B67 + 0.000 D/V { B 6talling i 6remlan! 6 1~.7 O.BCS U Y4,7 O.t05 a 0.000 D/Y i D 8tllling G ifcClelllri D i5.6 0-Y16 D 45.6 O.iti • 0.000 D/V TrelLix '7.i.0~15 (o} 7006 ~owling Aswc. Licanead co CITY OF COp8RTW0 8xisting t XM PM Peak Shu Oee li, 2ao7 14~31sJ9 %ge 5-1 -""""""•"~~."" ""'-'---`---_-""""""'-..._..."""""""' Cuprsci~m TIA Intereeetioa Calculacion~ LaVl1 0! 8~rilea CortputaClon Rapozt ~000 Hp~ Operetians MeChod ~luture Vol~ane AI[exnative) ~~Iif~i~~}i~~~11~1~~~~~f~l~f~~rt~~MtAfy~~lN1~1r~iJ~~~~1~~~f~~~~~~i~ti~~lii~i4i 2ntersaction t1.st~v~ns Creek E aubb nd r~~~e~~...•....a.9ur.~+Nf1Na~ai~l~~a+•~~~~•~...r~...ar.aa~raafr.~•rira~+f~/~~~+ Lycls (s~cl~ ' 110 CYStice2 Voi./4p.pt1, a_6s4 [.0~6 ?lrne (secJ o 13 (Yr1tt~.0 !0C) 11vGidge DelaY (i~C/v~lf) i 27.4 OpcSnel Cycla~ SS Lw~l Of ServSea~ C ar~~~~a~~+a~a~~~~r~~~~a~~f~~~~~~:s~ar~~~~a~~sar~+r~~~~~~a~~~~~s~~e~~~f~s+rNr•~a Approaoti: tJOrtL 6nunA Bouth nound Zast eountl aest a0uU0 MOVN+IlIfU L - S - & L - T - R L - S - A L - T - & -" ""'""' _ ~ """""'^'^' I I """"'"""" I I ""_'""""" I ( """""""' ~ Control~ Splie Phn~a eplit Phase P~mClCtad PraCeetW lelgtna: wi Include Iaalud~ inciuda Min. Ura~n~ 7 10 1Q 7 10 SO 7 30 30 9 SO 30 un•.. o i o o~ i o i o i i o x o i ~ o i i o ------------I---------------II---------------II---------------II-----•---------I Volim~e Module+ 8as~ Vo~+ 93 39 4'17 6{ 19 14 26 Bb6 139 50! 773 i~ 0roxth Idj~ 2.OG 1.00 1.00 1.00 1.00 1.00 1.OC 3.C0 1.00 1.00 1.90 1.00 Initlal S~ee 9) 18 477 Q4 19 1~ 3i !8E lli 509 772 ii Added W7~ o 0 0 0 o a a o 0 0 0 0 PafsetByVol+ D 0 0 a 0 0 0 0 O 0 0 0 I[11eia1 ~te 9i 19 47Y 64 19 1~ 2a D6- 1~8 'JO! 772 84 vaar xc~~ i,oo i.oo i.oo i.oa i.oo i.ao i.oo s.oa i.oa i.oo i.oa i.oo P6[+71dj~ 0.97 0.42 0,92 O_!] 0.97 0.97 0.97 O,f7 O.g3 0_92 0.91 0.97 P6p YOl~unes 101 71 Sla 70 71 15 26 943 151 Ed] !]! !1 RAdttCt Yol r 0 O 717 0 0 13 0 C 89 0 O Y Padviced Vol. 101 11 301 70 71 7 26 943 51 55] U9 6] pC6 71dja. 1.00 1.00 1.00 1.00 1.00 1.OC 1.00 I.00 1.00 1.00 1.00 1.00 HI,P Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.06 1.00 1.00 1.00 1.00 FS=l~l VOI,a S01 11 3D1 70 ]1 ] 36 9~3 93 559 Y39 l] -"""""' ~"""""""'{ ~"""'----'--- ~ ~'-"-"""""~ ~•""""""" ~ Betura!!~s Floq Modul~~ CiC/LSY~~ SDDO 1990 1900 39Q0 1900 1104 1900 3900 1900 5900 1900 1A00 Aclitlttment~ 0.9! 0.95 0.l3 0.91 1.00 0.97 0.l2 1.00 0.9I 0.l3 0.9i 0.95 LB1H~ O.E~ 0.19 7.00 3.00 3.00 1~00 3.C0 ~.00 1.00 7.00 1.61 0.19 PSaal Bat.~ 149~ 306• 3150 1750 1900 1750 1750 3800 1750 7150 7366 339 ___...._----I ----------li----°....-----fl---------------li---------------f Capacity Analysia Modul~. vol/bat: C.07 0.07 0.10 0.01 0.01 0-00 0.01 0.25 G.03 0~1! 0.1! 0.25 ~1C MWitlr •~-~ a*e• •~~• a~r~ 6reea RSmes 12.1 1~-1 I3.6 10.0 20.0 ltl.tl 15.4 s1.4 l1-1 31.4 60.5 50.b Voltane/Cap. 0.61 0.61 0.34 0.~~ 0.13 0.01 0.11 0_61 D_07 C.61 0.~5 Q.48 De1Ry/Velte 60.7 60.7 J7.7 5S.! ~7.~ 45.7 ~2.1 77.! 70.3 37.3 15.6 15.4 uaer D~SAdj, i.oa l.oo i.oo i.ao l.o0 1.0o i.oo s,oo 1.00 1.0o i.oo I.oo M1jDa1/Vehi i0.7 60_~ 2].7 55.8 4?.~ if.7 u1.1 77.9 ~70.9 17.2 15.6 18•6 IA9 by N7Vl~ ' S R C+ fiti D U D C G AF 8' lOC712kAVgQe 5 5 4 3 I 0 1 13 S 10 30 10 i~~F«~i~~~f IrHaH~~~~N~~~~iiN~l~arN~A~Na4~~l~~~r~~a}~~~~~~~~~f~ \Yit~~Af~~*~f NoC~: punie aported Ss tde ntsnbaz aC aafcs per iuu. Trs[S1~c ~./.0?15 IC) 1066 Aarl~ng ~sex. nloeneeG Co CITY OP CUPbRi'SNo O~ ~ V Pxiating + ATI PM P~ak Tht~ OGC 11, 2007 1~:31~90 ~ Wgs 6-i __________________'__._____•."__.._____.._"_~___^----- °--....-_____•..____ CupeTCiao TIA Int~zs~ccion CV1CItlitSoT7Y Level OE 9exvice flonrpuution Seport 7000 aCT1 OpsraGione Me[hod (~+cvr~ Vo1uaN Alterneclva) •iff~~~i~hfl~ftiHbfMl~i4~1~~~~i~1~~Ni~~ibNriN~RRf/Nye~~~*~~~~~N~O~~~~iNi1~~ IT1teF9CC[3on ~7 scevens LYeek i Masy 71ve •~~a~~~a+a•a•~~~r~r~a~~r~rra~e~rrs~~~~~~t~stsa4a~~~r~a~~sr~~r~~a~+ra~s.rr•f.~~~~ Lycie leee>, too cYA~ical val./Caa•Ix-: o,~is Ioi9 lY1M (9CC1~ 1~ ~Y*ltr9.a aee~ Aver~g! Dlliy (SK/YGl7~. 3f,4 Opcimdl Cyclee e7 I.evp,l 0~ 9ervice, C- .if~llsa~~f-f~~~~lr.sa~a•~~~r~rf~e7M~N~.Nw4wYt1~~1i~MS~~~~a~~N~afffklNN ~Mi~ • Approccaa lPorth 6aund 9ouch aoun0. saet lound Nlut eo~d MOVlmrllcs L- T- 1t L- T- R L- T- R L- T - R """"""~ '~""""""' I { " ".""""" I ~ """"~ _""' ~ I """"""'^' ~ Controla Psouccad rmeected Protected Qrotecced RSghtsa inalude Includa Include Include Min. Gr~ai, 7 10 10 9 10 14 7 ]0 10 7 10 10 Lane~~ = 0 0 1 0 1 0 1 0 1 1 0 3 0 1 1 0 3 0 1 ---••-•-----I---------------II---------------II---------------ll---------------I voi~m~e ~aau~~~ Hase vol+ 7~5 Z3 4s b52 3! SZ4 3bY 1716 S~E 305 17.69 123 OiOdtA A47: 1.60 1.00 1.00 3.00 1.00 1.00 1.00 1.0~ 1.00 1.b0 1~00 1,00 I41C161 Bs6~ 1~8 ~23 18 151 3Y 131 388 1735 58Q 305 1368 333 a,daea voi, a o 0 o v o o a o 0 0 0 Pase•sAyVals o a o 0 0 6 0 a o tl 0 O Tnltial Fut+ 245 23 ~B 151 3B 17< 38B 1716 596 305 1168 123 u~er nej~ 1.0o x.oa i.oo i.oo i.oa L.oo i.oo i_oa i_oo l.oo s.ao i.oo PHF Ad~s D.97 0.92 0.93 0.9'2 0-92 0.92 0.93 0.91 0.91 0.9] 0.97 0.91 PHP Volume~ 366 25 SZ 163 41 17B 40D Ie6S 59~ 339 1270 134 lWuct vol+ 0 0 93 0 Q l0i 0 0 370 0 0 8B Rlducld Ybl: 266 25 ! 163 ~I 17 4Q0 2665 967 337 3270 46 pC8 Adj: L.00 1.~0 1.00 1.C0 1-60 1.00 1.OD 1.00 1.~Q 1.00 3.00 1.00 h61Y Adj~ 1.00 1-00 1.00 1.00 1.00 1.00 1.00 I.DO 1.00 1.00 1_00 1-00 Flnal Vol.t ~i6 78 ! 165 41 2? ~00 1865 767 337 1290 46 """'-^'^' {"'-"""--` ---~ ~ ~~."""""" ~ ~ "" "--"'_"' ~ ~ """""""' ~ SatuYt[1on Flow He4ula, SAt/IaA~r 1900 19~0 1900 190D 1990 1900 1906 1900 190D 1906 1900 19G0 Adj11DC1EGnE~ 0.13 0.l3 0.95 0.92 1.00 a.9z 0.92 1.00 0.93 0.97 1.00 0.97 Li7tas~ 2.00 0.73 0.17 1_00 1.00 1.00 S.oQ 3.0~ i.oo i.oa 3.0o i.oo P3riA1 8at.i 7150 1317 ~i3 1750 1900 1750 1750 5T00 1750 1~50 5700 1750 ------------1--------•------II---------------II---------------EI---------------i CePSeity ]Inalyei~ Hodule. Vo1J9at~ O.OB 6.01 0.02 0.09 0.02 0.02 0.23 0.33 0.13 0-19 0.2Z 0.03 41t Movee+ •+.• s~,r +r.. Orlaa Tintr 50~1 16.6 10.6 11.1 11.9 ]1.9 3~.~ 41•B 4L.1 ~4.2 73.5 33.d Volutes/dp. 6.8R 0.19 0.19 0.7! O.Si 0.13 0.68 0.78 0.37 0.78 d.6B 0.08 Delay/Veh. 66.~ ~7.i e3.0 6~.4 ~},~ Sn•B 33.1 27.9 21.~ 99.0 31.3 23.6 vs.r neuai~ i.oa s.oo i.oa i_oo ~.ao i.oo i.oo i.oa i.oo i,oo a,vo i.aa 71djDe1/Ve11r 66.~ U.6 A3_6 67.~ ~1.~ 10.6 35.2 7T.9 21.4 ~9.0 31.] 73.6 IO9 by MovY~ 8 - D" 6 A p Ot C " C. D C C F~l2kkv9Qa 7 1 1 7 1 1 1S 1Y 6 ].] 12 1 if~irHR~I1M1iff/~~-~i-i~~1~~N~if~t~~i~+fitV~~f~MfM~~~i~~Mf~~~Ni~Ri~~Y'~91R/w~R Notae Gueu~ r~port~d S^ the nu~b~ o! care y~r lans. Ti'aflSx T.B.0715 (c) ~006 DO~+ling A6/OC. LSe~Raad te CITY OF CUP6R'rINO IDtii[iag ~ 71TI PH Wak Thu Oet li, 1001 1~~31~40 , Pag• 7-7, """"" """""""""""-----'-~..--"_.."'__`__._........"""""" Cupertina TIA Inkeraeccion Calculati~s Level Of 9ezvlee Cn~u4tion Aeporc 3000 RQ9 Operician~ Nathod (PUtcre Volune J1ltarnativey a~~u~~~~~•~~~r~~~~~~~~e~~rw~a+•.a~~~~a~~e•~~~rr~.s•~~~~~~Nr~•a.ar.a.a••~a«••. Incersertioa k3 Stevena Creek 4 88 85 nart~e ' ~a~~i~R~~1/11tai~~fR~Rt~~~a~i~Y~~L~t~~ff f-~I~I~M~~af~llra~H~fsf~fs~~~~i~M~~~~i~aif Cyela fi~c)r 110 Crltieal Val./Cap.(X~r O.B50 Loss Tim~ (r~e~~ lI (YaA~4.0 aec) AV4FA$! DlLiY ~i![~VQ]L~1 1s.9 OpGiuel Cycle~ 9~ Level OL SasvlCe.. ' C- •~V H~~ra~1l~MaHNa'Ir~~r~ ~s~N~~sf ~~~~I~~NS~~N~LOi~r~~~~~~~~~~a~~H~~~~~~~~~~~ ApproaeL~ HorCh Hoimd South Botmd SaOt Sound lc~ft Brnmd MoVCmeati L - T - R~ L ~? - R L- Y - R L - S - R ----........I---•-----------li--•------------II---------------li---------------I Cantrol~ P~tmiEt~d AraCeec~d Parmitt~d Drot~etW R1g4t~r Iaclnde I¢c1tMa ' ItIC1uQe IAOlude Min. Oieeri~ 7 10 10 9 SO 10 7 10 IO ~ 10 10 Iast4e+ D 0 0 0 0 4 i 0 0 1 0 0 3 1 0 2 0 2 0 0 __.__-------f---------------11---------------II---------------II---------------I volvm~ Hodolee Ei!! VO1~ 0 0 a isae 6 751 0 1036 173 1S~ 739 • 0 CsoWth J1d'J~ 1.0o i.oo i.oo i.oo 1.ao i.oo 1.00 1•oa i.oo 1-00 l.oa 1.00 Init181 SYl~ 0 0 0 120D 6 7S1 D 1036 171 1i~ 71! 0 llddW Vol ~ 0 0 D 0 0 0 0 0 D 0 0 0 Yssf~sByVOl~ 0 D 0 O D 0 0 0 0 0 0 0 Iaitial Rt[~ O 0 0 1705 i 781 U 3036 173 4<4 779 0 Ut~s Adji 1.00 1.60 L,00 1.00 1.00 3.00 1.00 1.00 1.00 1.Dtl 1.00 1.00 PH~ Mjs 0.92 0.D9 0.l9 0.91 0.9~ 0.91 0.9~ 0.97 0.92 0.99 D.94 0.97 PH!' YO1Wn~ 0 0 0 1310 7 81b L 1176 16B 1B3 !03 0 neduct Wl~ o a a o o ao o a Lsa a o 0 Asduc~6 Vol~ 0 ~0 0 1~f0 7 9Q6 0 1126 36 ~83 903 0 PC8 Ad,j~ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 L.00 1.00 1.00 1.00 1.00 MG} Adjr 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1~00 1.00 1.00 1.00 FSne.7.1to1., 0 0 0 1310 7 786 0 1i~6 76 ~i3 Y03 0 saturstioo ria. Modulse $at/Lene~ 1900 1900 1900 Af~~U6CR~lALi D.99 1.00 0.97 Lane6r D.00 0.00 0.00 Fiaal 8nt.i 0 0 0 - " "' '~' -- ..,- Gpaoicy adalysi~ Nodul~~ W1/Sal~ 0.06 O.pO 0.00 Ctit !!OVl~~ ~ Gs'a~ Tima. 6.C 0.0 0.0 VOluaO/CAp~ D.00 0.00 0.00 n.i.y/veh. o,o o.o o.o vaes nelnaj~ i.oa i.oo i.oo xajueirv.a~ o.o o.o o.o IA$ by lbvu A A 11 HQf7kAVg0s 0 O 0 19D0 1900 1900 O.Y7 0.95 0.97 2-99 0.01 1.D0 4946 75 1~lD 0.17 O.i7 0,45 •~~e se.i sa.i 58.1 o.sa o.so o.es 17~A 17.~ 31~9 1.D0 1.00 1.00 lf.~ 1~.~ 3Il.9 - Y C 16 1 77 190a 1900 0.92 0.99 0.00 ~,~7 0 726~ 0.00 0.15 M~• o.o xo.o o.oa a.es 0.0 50.3 1.00 1-00 9.0 80.3 •A D 0 17 i900 1900 1900 1900 0.94 0.93 1.00 0.97 a.13 ~.00 1.00 O.oO 7!3 338C 3i06 0 ""~ ~"""""""' 0.15 0.18 ~,31 0.00 •~f~ , 30.0 19.8 39.9 O.G o.i5 O.BS O.Si O.DO 50.~ 58.4 30~2 0.0 2.00 1.00 1.C0 1.00 90.] ~Jd_! 30.4 0.0 D 6+ C A 11 11 11 • 0 t7ot~r puwa zapart~d it the aumbrr o! cats per lnna. TratlS~c 7.Y.G71E (c) 700[ DoFrliag llssoC. LiC~n~ld ttl CIT1f OM CI/Pl4kTID70 6%SrCing t At2 AH FeLk Thu Oct 1I. 1G07 14~31.40 Pag~ 9-1 '--' ^ ^-`---"-""'"""" "'-"-"""-' -"-'-'--'---' -" ""'-""""""' Cvpertiro SIA IatersecGirn Calculations Level Of Sezvleo Ca~ucatimf Raporc 3000 HCM Ooerationa Method (1Rltuca Volume Alcex7faciv~) •~~~~~~~~~~u•~~~~~rei~~r~rr~~~+r~ie~rr~s~~~~a~s~~~~~r•~~.~~~~~r~•~a~~~~~~~a~rr• IntersecLian ~~ SClvenS Creek a tID !5 R~nps +ta~~~~f~~~~•~~~~~~~ra~~~s~~.rr.tf.~s•Y..•«~•».far•.~sr~~.rrars~~~.~r•r~H~aw~ ~ycle I~x)~ 310 Critical Vol./C-p.~X1r 0.796 Los¢ Time (saCl~ 12 (Y+R~9.0 aee) Avsrage Delay fcec/veh1~ 37•~ Optime.l Cycle: 7e Iwvef 0[ Ssxvicee D« a.».rir.••.•.r~~.1~~a•r.f..~••r~.r...s.a•r....:..,ta~.•.a,,.r~a~sea...a.~~,a.Hr Approuhe atorch Bound 6outh Bouad 6aoc Swxid weac HaunQ MOVOmCnC+ L- T- A L- T- R L- T- A L- T ^ R """"""~ """"""_' _ ~ ~ "........""'." ~ { """""""' ~ ~ """""""' I Oonkrol~ Bp31C phase 6plit HLase Proteeted Amtectad Righte: , inelude InCluds 2nC1Vds 29natn Min. 6reen: 7 10 10 7 10 l0 7 ia i0 7 1o Sa Line.se 0 1 1 C 0. 0 0 31 ~ 1 4 0 3 0 0 O 0 3 0 1 _____.______~_______________~~________.______11___.___________~~________.____""~ vclvn,. raaul., 8aee voli s4 163 0 25e i 530 ~91 1-09 0 . 0 s34 949 6rOwth Mj~ 1.00 1.00 1.00 1_00 1.06 1_00 1_00 1.00 1.00 1.00 1.00 1.00 Initial 8se~ B4 iB3 0 25i 1 530 691 1909 0 0 934 ?i9 l.dded~ Vol c 0 0 O 0 0 9 O 0 O 0 0 0 Puser8yVO1 ~ 0 0 Q 0 0 0 0 0 0 0 0 0 7ttStial F4t~ 5S 2B7 0 766 3 530 491 1909 0 0 B3l 949 vs.r aei~ i.oo i.oo i.ao i.oo s.oo i.oo i.oo i.ao ~.oo i.oo i.oo o.oo PRF A6j+ 0.?2 0.9~ 0.93 0.92 0.9~ 0.92 0.9~.0.9~ 0.92 0.92 0.92 O.oo P8E Vp11E~e~ S9 3~8 0 ~80 1 576 83~ ]075 0 0 1015 0 ua~c voi~ o a o o a x~~ a a o 0 0 0 Aeduced VO1. 59 ~OB 0 180 1 397 57• 2075 O 0 1015 D PCB Adyi 1.00 1.00 1.OG 1.00 1.00 1.OG 1.00 1.00 1.00 1.00 1.00 O.OC MLP Adjr 1.00 1.00 1.00 1~00 1.00 .1.00 1.00 1.~0 1.00 1.00 1-60 0.00 einu voi.~ ss soe a sso i ~~ s~~ so~s o o iois o Bacuratioa p2or riodulas 6at/Lene~ , 1900 1900 1900 I900 1900 1900 19Q0 1900 1900 1900 19a0 1900 AQjWGntnt~ 0.95 0.98 0.9] Q.92 0.91 0.91 O.B3 1.06 0.97 ~.97 1.00 0.97 SaneB, 0.3] 1.E7 0.00 6.65 0.01 1.34 ].00 3.00 0.00 0.00 3.00 1.OD P1~1 BaC.~ 593 3307 O 1111 9 7354 3150 5700 0 0 5700 175~ ""' -""" I "'--'------ -° ~ ~ -'------'--'-'- ~ ~ "--" """"' ~ ~ """""""' ~ CayacLLy Aoalysii rbdulao Vol/9at~ 0.10 0.10 0.00 0.75 0.75 •0.13 0.17 0.3f 0.00 D.00 0.19 0.00 Clit NOVl~~ ~~~r s~~a •~~• pzea~ riaies 1~.7 13`9 0.0 3a.o 3t.0 3a.0 2f.5 50.3 O.C o.0 23.a 0.0 wian.~cx.a, o.so o.ea o.oa o,ao o.eo a.•i 6.76 Q.10 0.00 0.00 o.~e o.oo Deliy/Ve4~ l9.1 6a.1 R.0 43.6 ~3.6 30.9 47.4 36.1 0.0 0.6 43.3 0.0 IIser De3Ad~: 1.00 1.00 1.~0 1.00 1.OQ 1.U0 1.00 1.00 1.00 1.00 1.00 1.00 ~ain~rv~n, bD.l 60.1 0.0 43.6 ~3.i 30.9 ~7.5 28.1 O.D 0.0 {3.3 0.0 L08 by Mov~~ t S A' D D C D C A A D A RCTf7kAVg0~ ! { 0 36 16 6 17 ]3 0 0 1] 0 T'~i~ia~a~4~MR-~~'/f{~~ieL~+~1Ni~4M~~~tYei~~1+~J1~~~M1~~~f~Yf1l~1~~~l~M~~~fi~~4 aote~ pwua seporesd ie she auaibsz oi carm pez lans. Szalii~c 7.6,0715 (e~ 2006 Dowlix~g ]leeae. Liceneed to G2TY OF C1JP6ATID16 O) ~ ~ Sklating + ATS 4M Pa~k Thu oc[ 11, 1007 14,fi~~a ,~ag~ 9-1 "-' .""_"""".+..-""'-"-"'-"' ----"'---° ""---'-'-'-"-' --""----- •CuperLitW TIA IRLecBeCtiOf1 Ci1C113at1Of1~ , Gevel Of Servic: Ca~putaGiat Aepaxt 1000 NCM Opsrwcioru Methad I1Rtturs tblwoe Alternacive) ~ra~a~~~~~1~Na1if~~L~~~r~f41~~~ai~~i~~~~r~~~~MiM+eti~iRR~~lrM'W~'e4W~{1aN}~~~~f interfoorton w5 Scewns Craek a Scellinp Bd ~~~~e~~a~~;~~~~••t•..~r~•.a.~.~•tr~ar.~~~.~.•aaa~u~~a~tsirs~r~~~as~~~~sr~arr~~• cycl~ taecl, 17o cricical vol./cap.lx>~ a.GOa cas~ Ti~ (~er). i] (Y~Rr~.6 ceci Average Delay (Sac/veh). 5fi.~ OpC1aLL1 CyC1G~ 171 LLVel Q! 8lrvlces S+ .r~..i...•r~w•rAf.rr.f.r~.sa•s+aa.~..a.,.~uaa~a•NNMa~•~~~~~r~rfNa•r•~~Na Approach. brorth Bound boutd Bovn6 Eaec eound -kst 9ptnd MOVe9iEriti L- T- R L- T- R L-!- R L - T - R """"""' ""'.."""".' ~ ~"~......-•_•_•__ ~~..."""""") I"""""'...~ I Cbntmla Psatwlsd ProYact[d Protected ProteCted Riphkv~ InC1uQS Include Include inciud~ kin. creea, v io io ~ io io v 1o io T 10 ~to Lanas+ 1 0 2 D 1 1 0] 0 1 1 0 3 1 0 7 0 3 0 1 ------°__.__~---------------ll---------------II---------------II---------------t Volums Module: Base Vola 371 ]46 411 303 547 273 26B 913 21B 678 1]8] 75] are.ren Aaj~ i.oo i_oo i.oa i.ao i.oo i.oo i.oo i.oo i.eo i.ao i.oo i.oo tnlLSal bae~ 731 796 411 783 s~7 173 28! 423 21B 678 128P 15Z iwded vol~ o 0 0 0 o a a o o a a a PaE6!ffiyVOls 0 0 0 0 0 0 0 0 0 0 0 O IGiC1Yl }Ytt 371 ~90 414 3B3 5~7 773 368 923 216 67i 1~07 757 Veer 1{dj~ 1.00 1.00 1.00 1.00 1.00 1.00 1.D0 3.00 1.00 1.00 3.00 1.00 4NF Adjr 0.91 0.93 0.9~ 0.97 0.02 0.97 O.DS 0.91 0.97 0.D7 O.p7 0,g7 4f¢~ Wl~poe~ ]f0 43~ 4E0 ~16 89S 3f7 2!1 Ytl0] ]]7 T]7 179! i74 Reduet W1~ 0 6 337 0 0 737 0 0 33 O 0 17! R~ducW Vol+ ~60 43G 113 416 595 i0 7D1 100J 70a 737 1793 95 PGS Mja 1.00 1.OD 1.00 1.00 1.G0 1.00 S.DO 1.00 i.00 1.00 1.60 1.00 ML! l4di~ 1~00 S.OD 1-DO 1.00 3.00 1.00 3.60 1.00 1.00 1.00 1•Dp 1.00 FSrial VO1.~ 7S0 l10 117 {li 59S 60 791 1003 a04 737 1393 9S ------------I---------------II---------------11•--------------II---------------I Satutaeion rlor nodula~ Sat/LitiR~ 1i00 1l00 1l00 196q 1900 1l00 1~00 Il00 1D00 1900 1400 1900 AdjLACrAeaE: 0.41 1.00 0.91 0.97 1.00 0.9Z L.92 0.99 0.95 O.B3 1.00 0.97 Lanu~ 1.00 ].DO 1.00 1.00 7.00 1~04 1.00 7.47 0.55 1.00 7.00 1.00 iinal 8a4.~ 1750 79C0 3750 1750 3800 1750 3750 ~653 946 33.60 S100 1750 ------------ -----------° --II---------------EI-----------•-°II---------------I CapulLy Aa y63e Modui~: Val/8it~ 0.21 C.11 Q.08 0.24 O.3E 0.03 0.17 0.2~ 0.23 0.23 0.2~ 0.05 Cslt M17v47~ s~ra r~~r aa~~ ~~~~ C~eeA Titoe~ 27.4 15.4 IS.S 31.6 ~O.i 20.Y 2[.7 7Y.7 2{.T ~1.1 35.6 ~5.6 Volume/Capa 0.9a 0.8'1 D.50 0~8Y 0.90 0.90 O.C9 0.40 0.9Q Q.90 0.67 0~~! Delay/Veb~ 71.1 70.4 58.7 61-3 6b-4 ~3-9 b5-1 S.~-3 51.3 58.0 44.0 37.2 us~z ~inei. i.ao l.oo l.ao x.oo x.oo i.oo i.oo i.oo i.oo 1.00 i.p0 i.oo Ad~nel/veh~ 71.1 70.4 56.a 61.3 66.a ~~.9 85.1 5~.3 8a.3 89.0 4~.0 )s.s , L06 by MOV~i Y H Sa 1 E 'D H D- D- 64 ~1 N(~A2kAVgQa 17 11 5 19 li 2 l7 lY lY 19 7! 7 •Hws•~~~•.r•rr~~a~a~~a•aa~~rr~~aa•~+ai~a~ra~rara•a:rr~N~~.iaar.J•i.a•~a~v+rMa xoee~ quws reporta0 ir the mv~Cf~ o! cars p~r Sa~ae. lYafZix 7,9.0715 (e) 300i Datr11i7g lasoe~ Lioenaed to CITL OF CpPmlT21V0 Of ~ cD CKilLlttg a ATI PM PEek Th4 OCC 11, 2007 14~31.40 Pegt 10-1 ___________________________•____________•___.________.__.__~_'_-"-'--._____' Ltiperclm SIA Interdection Caltulstitma Leve1 Oi Servita Ctxnputsiiam Repan 2000 dQ9 Opexaclone Mecbod SFUture ~l~ane Alteznatlve) •~~~4N~rr~r••-r~~~a-r~We~~~ar-~~r~~frre~~~~~r~~*~~~~e~~~~:~r~~y~~~~e~~~te~r~a~r Intarsectioo #6 Btevena Creek L 5f1ICl! f I~III~IIR ~f~~~~~itf~Nf» ~~iN4N~it~f Ivv~f~lflr~N ~Il~-f~~~~ ~frf~~~l~~~~~ ~~~~~tai Lycie (sacl~ i1e ~ critical vo1.JCap.(X}~ D.5~4 IAe~ Tim (a~e)r ! 4Y•~1.0 aac) Av~rage Delay f~ec/veh), 1~.9 Optlna3 Cyclmi 37 LBVl3 pf SeYV1C~~ 9 iiY~a~~~1fi4~~ffirHl~a~f~~~a~~lsa~~~~fN~M~i~~f~if4~fa~i~~Mi~~t~~i~li~~O~~~1~~i APProach. North 8o~md 8outh 8wad EaoC Haun6 xasc 8ound MOVBMiIt ~ L - T- R L - T - k L- T- R L- T - R __"'_"""I""""""""'~ ~ """""'""'I ~""'__•_'_____ ~ ~__°__^___'___"~ Conczolt D~rnittad Prttected PsoteCted PartnlttOd PSght~~ 3nclude IncluQa IaCivdG Include Mif1. OY!!q~ 9 10 1D 7 1p 10 7 ]0 10 7 10 1C IMei~ 0 6 0 0 0. 1 D 1 0 1 1 0 3 0 0 0 0 7 O 1 ------------I---------------Il---------------(I----_._____-°--If°°-•---...-----I vol~me rioa~le. BA66 VO1~ a 0 0 96 9 187 337 1V93 0 0 1t15 60 amwch ad~. l.ao l.oa l.oo i,oo L.oo i.ou i.oo 1.ao i.oo i_oo 1.0o i.oo Initlal Spr 0 9 0 9i 0 3Y7 337 19l3 0 0 1415 60 Added 90l i 0 G 0 0 Q 0 0 0 0 0 0 0 pa~aerEyvol.r 0 0 a D Q 0 0 0 0 0 0 0 TniC1A1 FuC~ 0 0 0 96 0 167 ]31 1997 D D 1415 !0 V6Gr Adj: 1.00 1.C0 1.00 1.00 1~00 1.00 1.00 1.00 1~00 1.00 i.00 1.00 PfS- Adf~ 0.91 G.9~ 0.97 0_92 0-91 0-92 0_92 0.92 0.93 0-8~ 0-93~ 0_47 P}¢ YM1tMC~ 0 0 0 SOt 0 203 366 2166 0 0 153B E5 Red4ct Vol, 0 0 0 0 0 16i o 0 0 0 0 tp A.adueaQ vol. 0 0 O 10~ 0 35 •366 2166 0 0 15]Y 2S PCF Ad~s I.OG 1.00 1.OQ 1.00 1.~0 1.p0 1.0~ 1.00 1.U0 I-00 1.00 1.00 7~LP M~~ 1.00 1.00 1.U0 L.00 1.00 1.00 1.00 1.00 1.D0 ].00 1.00 1.~0 Fioal vol.. 0 0 0 30~ 0 35 366 216s 0 0 15~~ 1S ---~----___-I-°-------------II------------•--ll..._...--------fl---------------1 Baturation llor Moduler BaE/Lnne~ 1900 1900 1800 I900 1900 lYQO 190Q 1900 19D0 1900 1800 1900 AdjueGiwifi~ 0.91 1-00 D.97 0.l7 1.00 0.97 0.l2 1.00 0.l2 0.97 1.00 0.92 Lxas~~ G.OD 0.00 0.0C 1.0G 1.00 1.D0 1.00 3.00 0.00 D.00 ~.00 1.G6 Ffnal Sat.s 0 0 0 175G 1900 1750 17b0 8700 0 0 5700 1750 ------------I ...............I~.,___-._._--°--EI___--------•---11---------------I cxpacicy lmalysis itodula~ Vol/9sc~ 0.00 0.00 0.00 O.Di O.oO 0~07 0.91 a.ii 'G.00 o.oa a.17 0,01 Crfz Movees «a«. ~.ai ar.• fireen Timsi •D.0 0.0 0.0 11.7 0.0 11.7 39.2 Sf.Y 0.0 O.tl 50.6 50.6 volume/CSp+ 0.00 0.00 O.QO 0.54 0.00 0.10 0.5D 0.~'7 D.00 0.00 0.59 0_03 nalay/v~h, 0.0 G.0 0_0 60_b 0.0 47.8~ 32.8 3.3 D.0 0.0 77.9 16.4 us.r nai~aj. i.oo i.oo i.ao i.oa i.oo i.oo i.oo i.aa i.oo a.oo i.oo a.oo RdjDel/Veh~ 0.0 D.0 O.0 60.6 0.0 4T.i 32.Y ].~ O.D 0.0 22.9 16.1 7A8 Dy i+iov<~ A A ' A ~ A A C- A' ll A C. e HQI]]cAVgQe o • 0 0 5 0 1 11 7 a a 13 0 r~~~s~~frr~~~~~~+~ti~-~~r~~~~~~~~~~~~~~~~~~~ur~~~.~~•~•a~~~~~~r~erK~u~~a••~~~~ NoNi qc~we r~paread i¢ Gh~ nurtbsr oi cara per laaa. Yrsllix 7.B.07ES (eJ 1006 Dow11nB AeBx. Licansed co CITY OF CUPTRTIxFO txleting + ATI PM Paak Thv Oet 11, 2007 11e31~40 PEg! 11-1 """_"""""' _" "" "_""""'_' _"_""_" ""' _' ^'""'~ ~ ~~_ ~,'..""' cupereino tzA xnc~raection Calculationa LaV~Z Of 9~1[YiG~ CO[QtltitlOG 1llpOrt Z000 NCN Operations Fl~chod (FUWre Voluma ]lltarnativ~e~ •R~f1i~i~1~~f~r~~trfi~~~~it~Ii~~Y~if~i~~~YS~li~H~ft#itil~fiYfeM ~f~~f~~~f~I~~i~f SatarneClon 47 Bcwent Craek i~andl~y ..•.,a.~r.a.a•..«..ar•~r.+••a~~a•..•~..«•.ars•.a...r*•~~~..•.e•~ .*~.~.....».~•w cyeie lu«e>, " iia Cxitiul vo1./Cap.txi. ' o.ess Loea TSme (~ee)r 17 (Y+R~t.O aecl Avereye Delay (aec/vch)~ 77.1 Optimal tycls, 9B urval OE Sezvics~ ' C- •f~•~~~~~aarf~a~rr~~~~rr~rrrar•Wr~~~.»r~~~~~a.e.~~•f.~••r..*qa~;.~a~a~ra~r~~~a 1lppreach. No~th Ba~d seutb Bamd EdaC Baund , Nait BaaiC TpveoeRt~ L - T- ri L - i- H L- T- A L- 7- k Contsol, D~xmieted Pexmi[ted Dxotecced Pzo4eeGad Righes. mclude Ixlutle iaclu6e ' xpclaCe M1A. G~tee~l~ 7 10 10 7 10 10 9 10 30 7 10 10 r.anes~ o i o o i o i o o i i o a o i i o~ i o ------------I---.._.._..°--II---------------I1----------...--II---------------I volume Modulae • leea Vol~ 70 lf ~0 3B9 16 113 413 1b80. 37 104 SS07 107 Grrnrth Adj~ 1.00 1.00 1.OD 1.00 1•00 1.00 1.D0 1~.00 1.00 1-00 1.00 1.00 SnSCial Ar~~ TO 16 ~D 189 ie 117 ~{3 15BO 53 105 1507 107 Added Vol, 0 0 0 0 0 0 0 0 0 0 0 0 PasaasBy~701. 0 0 0 . 0 0 0 0 , 0 0 O 0 0 In.i[lal tutr TO 16~ 90 R6! 16 117 l~i 1590 33 10! ib0~ 107 v^er aai, i.oo i.aa i.on i.oo 1.00 1.0o i.oa i.ao i,oo i.oa ~.oa i.oo AfSP Adj~ 0.92 0.9] 0.92 0_9] 0_92 0_91 0.D2 0.92 0.92 9.~97 0.91 0.9] Pffi~ Voltunas 78 ]7 13 317 17 177 4t] 1717 S! 114 I63B 116 WIdYCG Vol. 0 0 23 0 O ei 0 0 7 0 0 2d ReduCad VOla 76 17 lY 31f 1'7 ai as2 197~ S1 11s 16]0 97 PCB M~. 1.00 1.00 1.00 1.00 1.p0 1.00 S.DO 1.00 1.00 1.00 1.00 1.00 raae aei~ i.oo i.oo i.oo i.oo i,oo i.oo i.oa i.oo i.oo a.aa i.oo l.oo Piqal VO1_~ 76 17 SB 31i 19 ~1 ~ aQ~ 373'! S1 7.i~ 1679 92 ------------i---------------i i-----•------... i i •--•--•--------~ i---------------i 8aturntial Flow ]bdulei Sat/Lfnl+ 1900 I900 1~00 1900 SiOQ 1900 19C0 1900 1I00 1900 1900 1400 Ad~u6cment: 0.95 0-95 0-91 0.95 0.95 0.97 9.97 2.00 0.9] 0.91 0.9! 0.93 LatfRS+ O.B1 0.19 1_00 0.95 0_OS i.oo i.ao 3.00 1.00 1.00 ].i3 0.17 FSneI Sat.~ 1465 335 17i0 17Dt 9f 1780 ivao szao 1750 1760 DSO1 788 """""" ~"""'~~.."" I ~""'."""'_` ~~".~....""'_" ~ ~"""-"""" ~ Cayacicy Aaalysle t4odule~ ~ YoI/Satr . O.OB 6.OS ~.ql O.li 0.2~ 0.03 0.7! 0.70 0.03 0.07 0,31 a.31 C2St HoVa~t atr• •r~• •r~• GYa~a Tlme~ 23.5 77.5 23.5 ~a.s 2a.s 43.5 33.1 61.] S1.] 19.3 J9.~ 79.~ Slulwtoe/Cap~ O.Za 0.1t 0.0! 0.86 0.86 0.11 0.86 0.5~ 0.05 0.5~ O.C6 0.96 a D~lay/Vehi 37.4 37.~ ]4.6 6]./ 6~.4 35~4 51.1 lf.l 11.3 55.3 ]8.0 7i.0 Vicec DelAdji 1,00 1.04 1.00 1.00 2.00 1_00 1_00 1:00 .1.00 1.OD 1.00 1.00 MjDe1/veh~ 27-1 37-~ 74.6 67.4 67.4 35.~ 51.2 16.1 11.1 $S.3 ~i.0 3i.0 t49 by~ Maw, D+ Dr C- E' 8 Df D- 8 Ba ' H+ D+~ ~ AC?17k1Wgp~ 3 ~ 1 1~ 14 1 19 17 1 5 21 21 i~1~~~~~Hr~~~r1~i~~~~~~~~~Mt~~ Y~~~1Hi1 H~1H~NfifRfY~t4ff~ilifl~~N~ k~~if tfi• Not~~ Quau~ reported i~ tiu aianber o! cars per Seae. TraEtix 7.f~07a3 (a) ~006 Dawliag Aeeoe. Licensed Ga C2TY oP CUFSRTIND ~ m O ~cisting . A1T PM Peak Thu Oc[ 11, 200~ 14+31:40 Psge U-1 """" """"""' _ """."""""""' _"" """""""""""" """ CbpeYClno TIw InceraeCCion Calculacions Laval O! Se=viCe Computetton ACp~zc saoo eCn operstiona Hethod (e~uture voluene alceznatlvel 1a~iflir~lf~~~4~~~i1rl,ti~l~~i~i}Y~~~~~~-w-~~~~~~~f~~~i~f~~fff~~~~~1i1~i~~~~f~-~ty IacersecCi~ 1{e stelling b oreoalaai •arr~•W~•~~•r~kr~~~~•r~~~i~~~~r.~~a.a.~ar~~r••r«~..r~r•~a~ta~a~rar~~ra~.~r~aawr Gyala lax)~ 80 Cricical Vol./Cap.~X)~ 6.tOs tass Tinre fsecl~ 12 (Y+Et.a.o sno) Aversga D~lay (a~c/vahl+ 1a.7 apei.al cyeli~ 7z eeval oE servicei a •i1r~'~t~NN~~t~~~~~f~~~~rr~~~~~~~~~aaa~~~~r~i~~1~r1~~~~~UH~~1a~Nlewa~e~~~ilr~a lsppmaab: Nor[b 8amd 9auth louad E~st Bvund West 8wnd Fbvemnt~ L- i- R L- T- R L -'Y -!! L - T - A _..---------1---------------II---------------If---------------il---------------I OoncY01+ nlraiiCeed Aaxntf,tced P~rmdc[ed PermLttad Rightr~ Snclude includa Iaclude Include Min. 0reene 7 10 10 7 SO 10 7 i0 SO 7 SO 10 I.masf a o 11 0 0 0 0 1~ 0 0 0 0 11 0 0 0 o sl ,o 0 __...__.----I--------------=il---------------If---------------II-------=------~i Volume Modala~ Babe W1~ 16 657 13 21 96B 3S 55 11 25 74 11 3< dT'Owth Ad]s 1.00 1.06 1.00 1.00 1.00 1~09 1.00 1.00 1.OD 1.00 1.D0 1.00 Itlltial Hsms 16 647 !2 21 9EE 3S 55 il 75 34 2i ~t }dded 401 ~• D 0 0 0 0 0 tl D tl O 0 Q rassersyvol~ o o a o 0 0 0 0 o a o 0 Iaitisl FUte 16 65T 17 71 96Y )S 55 13 75 2i S1 2f oe.r naj, i.oo i.oo i.oo i.oo i_oo i.oo i_ao i.oo z.oo i.oo i.oo i.ao PS~'lfdj: G.97 0.9] 0~97 0.92 0.91 0.92 0.97 0.97 0.92 0.97 0.92. D.99 Plff Volume+ 17 714 13 73 1052 3S 6D 13 27 26 23 76 AeAuCC VOla 0 0 1 0 0 2 D 0 13 O 0 70 Ae~iCld VO1: 17 71~ 17 93 3051 36 60 12~ 15 26 73 6 CCS Adj: 1.00 1.00 1.00 1.00 S.GO 1~00 1.00 1.00 1.00 1.00 1.06 1.00 Paa~)ldji l.oo l.oo i.oa i.oo 1.0o i.0o i.oo a.oo L.oa l.oo l.oo i.oa Fiaal Vol.: i7 7}4 19 73 2051 3f 60 17 15 16 23 6 ------------I---------------li---------------II------.._.~...-If--...---...__..~ BitWCAL1W1 FSOM !!p~lSOr St[/I.~l~ 1900 ~900 1900 1900 1906 1900 1b00 I900 1900 1800 1900 1900 A3]i1~CAMla• 0.93 0.92 0~9] 0~92 0.99 0.97 0.82 D.92 0.9] 0.41 0.4~ D.91 Lmee. 0.01 0.96 0,07 0~07 0.98 O.a3 0.69 0.14 0.17 0.~7 0.t4 O.1I YSAtl 9aC.a il 36i1 ~9 36 S6S9 37 120~ ~41 306 870 726 19~ ....._•_____«« ~ _..--..-.._~...' ~' """""""' ~ ~ """""""' ~ I ""'-""----- ~ Gpacity Jlnaiysis kodule~ Vol/8als O.S7 0.41 0.47 0.67 0.63 Q.63 0.05 D.OS 0•OS 0.03 o.oa D•tl3 ~CYiC MbveB+ •u• •~~• Greea Mmas 5~.0 S~.o 51.0 se.o sa.Q SB.o ia.a io,o lo.0 10.0 io.o 10.9 Yolwn~/Cap~ 0.59 0.59 0.59 O.BB 0.8i O.BB 0.~0 0.40 0.~0 0.25 0.25 D~25 Dalay/vep~ 7.1 7.7 7.~ 16.9 16.9 16.9 ]7_5 77.5 37.5 3s.{ ~4.~~ 74.a VeeT D~lAd~~ l.oo i.oo ~l~oa l,oo S,ao 1,00 1.00 1.0o i.oo i.oo 1.0o i.oo Ad~Dal/V~k~ 7.] 7.7 1.1 ].6.9 16.s 16.D 37.5 37~5 37.5 34.1 34.4 31~~ LOB by li0vl+ A 'A P 8 ~ D 8 D+' Da A~ C- C- RCM2kAvgp~ 10 10 10 26 36 76 3 J ] 2 2 Z t~~~i~~t~l14+~~1f#~~lii~f~~lYi~awi~~I~M4s~ii4r~fi~~~~1~1i+A~1~~NM**l1i~-f~f~M#i NOt6o QVlY~ 1ClpOTtld 16 t7L GLLOb~i o£ Gra peI lane. R'ra!!ix 7.6.0775 (c) 1006 Coaliug Asax. LfCepBad to CSTY OF CUPERTSNO Fx3lC3cg a ATI PM Peak Thu Oet 11, 1007 S~~11~40 Page 13-1 '_"""""""' """""""_"""'_"""'_'_"'____'_"'__'_'_ Nparcim ?IA Eatez~eeti~ ~lculetlons Level Of Sexvice Oaiputacian Report ~000 BGt qpsracions nectrod (IRicun Voivme Altemative) ~~s~s~~a.t~hs~~r~~~-~t~~s•~i~~a~r~~~r~r~~~a~a+f~~~~~a~~r~~~ra~s~r~~rerasa~rwf4~ IM1LlTieCtlan AD !tl111aq 4 McC1011an .•.•.a~.: ..............•..w..r~.s.:aa~a.•a•.~•..~.•ai.a,.ra.srasa••..w.r~..a.. Cycla {tw). 100 LY1[Seal vol./Cap.(E7• O.B1! Loss Tima f~oe1~ 12 (YsRN.O ae~) Avarags D~1aY (a~e/veh)~ a5-6 Optl.cial Cyel~e 61 I.avel 0! 8orvlce~ D ••~ra~~J~aa~-'~•a~•a•a.a~a~a`a~~y~~~~H •Na.~~a•~~iaM.~•itYr~a~N~f~a~~M1r~~~M• Approach~ Noxtb eo~d souch Bound Ee6L HO~GIQ NeBL eowid T1ovYIltlnCe 21 - T- A L- T- R G- T- A L-. T - R -'-"-"""' "..-'-"'"""^ ~ ~-°'---'---'--' ~ ~----'---"--'-' ~ ~""-..""..~._. ~. C1oa[rol. FrOteaCed Dzatected Psotee[ed Pso[ected Rights, i~lud~ include 7ncluGe IAClupe Min. Cir~m~ 7 10 10 7 10 10 7 10 10 7 10 10 LanOd~ 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 1 0 1 0 1 ------------I---------------Il----------•----li---------------II-----...._..---I Volums Hodulai ' Hase Vol~ 11B 369 7s 330 fi26 li3 17< 4IB lIf 273 3Y0 154 arbwEh M]~ L.oO i.oo 1.oQ l.oo i.0o 1.ao l.oo S.oo S.oo 1.00 l.o0 1.00 initial ase~ 13! 309 7= 330 626 3B9 17~ ~iS . 3IIS 133 7i0 159 ACded Yol: 0 0 0 a 0 0 0 0 0 0 0 0 Diiter9yYOls O 0 0 0 0 0 0. 0 0 0 Q 0 Iilltial Ait. lIB 369 77 330 676 1B3 174 418 179 l33 7!0 lSi Va!! Adje 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 S.GO 1.00 1.00 1.00 P~ Adj+ 0.97 0.97 0.97 D.91 0.42 0.9Z tl.92 0-92 0.92 O.D1 0.91 6.93 F)@' Volwie~ 1]8 901 7Y 339 6C0 199 3!9 444 1~0 1~5 ~13 1.67 Redu~t Yol~ 0 0 50 0 0 iD c 0 Z6 0 0 I]2 ROQitC~d VO1~ 139 601 ]~ 3S9 6~0 iB! lY9 154 114 US 413 34 pce aey~ s.oo i.oo i.oo i,oo i:oo i.oo i.oo i.oo i.ao i.oo i.oo i.oo rar ~~ i.oo i.oo 1.0o i.no ~.oo i:oo i.oa i.ao i.oo i.ao i.oo i.ao FieA1 Vol.s 339 401 7E 33f S80 lB9 189 4E{ 114 1~5 u3 35 ------------1---------------li---=-----°----fl---------------II-----*------.._~ 8acuraCiw Flow Hodule~ ~ 6ai/Lanaa 190Q I900 1900 1906 19G0 19Q0 1900 1900 1900 1900 1900 1900 AO~vaElnlCC~ 0~91 4.8! 0.96 0.93 0.98 0.lS O_92 0.93 U.99 0.9Z 1.00 0.9] Ianel: S.OO i.ee o.ii 1.OO 1.55 0.<5 1.00 0.80 0.90 ].00 i.00 i.o0 Pinsl BtE.~ 1750 7~56 ~4i 1780 7B9S 60~ 1750 1438 367 1750 ]900 175tl """"'~' ~"""""""' I ~' .~.. ~..."""' ~~"""'""""' ~ I"""""'_"_ ~ Gepacicy Aaalyei~ Moduler Vo1J9at~ 0.0~ 0.14 0.1] 0.10 0.9~ 0.]< 0.11 0.7~ 0.37 9.09 0.77 0.07 Cait Fiov~n •~r~ ~r~~ .a.~ ••4a areen ?Sme, 9.9 1~.] 14.7 75.1 78.7 29-3 16.t 3i.6 31.6 10.1 32.6 97.6 voltene/GD+ ~•80 tl.87 0.62 0.67 0.80 0.00 0.67 O.Bl D.i2 O.i7 D.67 0-OQ Delay/Vahi • 75.1 94.9 54.9 50.! 38.9 3l.9 51.2 ]7.0 37.e 76.7 3~.7 ~3.4 Uaer DelAdf~ 1.00 1-00 1.00 3.00 1.00 i.00 1.D0 1.00 1.00 1.Q0 1.00 1-00 AdjDel/Veha 7S.I 5~.9' S~.9 50.Y 38.9 30.9 51.4 37.6 37./ 76.7 3~.7 93.4 fR)S by Ndv~r H- D- D- D D+ D+ D- Df Dt ~ S- HRA2kAVqp~ 7 9 9 i4 15 15 7 19 19 7 ]] 1 •~~saf+ss~~••a.s~r~r~~e~a~rawa~r~i~.~~+~sa~~-r•~~~~rf~•.•~~••aa.~~~r•a~r~~~ya~~• Notai Qu~ua r~poread is ~hs nw~ro~r ot ear~ p~r laa~, 1Ya2lix 7.l.071! (e) IOOi Dwting Aesx. Liasneed Co CSi7f Or C[1P6RTIN0 ~ ~ HxSacin9 + Ati + Pirojeet 7~+CMu Occ 11, 200~ 1~:20:26 Pt~ge 1-1 """""""""""""""" """"""" """"" """' •""""'-'-• ~ Cupercina TIA Pncereeccioe Glculatipne 8ca~uia P.apor! Bcensrio~ IDcisting + ATI . Pmject N7 Peak Cowwnds L1tis~isig + ATi a Prn]acc AN • volumx~ 8xisling t ATI • Bmjac! lIN Peak Nwi dl0lMCty+ Ex1AtSilq ~ 11TL a PiOj JIH InipaC[ Fel. Delault ImpacL F!e ~ ?rSp venarstion~ Pmject AM ~ . 'i'cip DL~tsS~utioq. Daily Pachs~ DeCaul[ Bathr ROUGC6~ W[~UlC I104C0! O~tiguracionr D~Cault amEiguration ~.ttix ~,e.o~is ~a~ aooe aa.iiag r.soc. tdc.n..a w czax ~ eocsRxnao 01 01 N Sxiating + AST . Proj~ct AMI'hu Oct 11, 1907 14r70~76 Page 7•1 """""'_ _""""' """"..""...~... _...._ ~... ~ _ __ _., _......~. ~.""""' _""" Cuyerslm SI)1 2nter~ectlon Calculatian+ '"_'_."""'_""""_'_'___________________'________""""__""..."'.' T23p OmalriClOU RlyOlL ~ Foncast !or Prajact AM 2oma Race Aace rrips rripe Total f 0! ~ &ubzona llmouaa t~ita ia ouc in Ouc Tripe Rotal 1 1.00 Ps0]ect 114.00 54.0~ 11~ S4 lp 100.0 1 1.00 0.00 O.OA 6 9 0 Q.0 7.~a 1 9abloGl ..........:.................. 114 St 169 100.0 """""""""""""""""""""--"--"'--~ _» ~ ~-------""`°-""'. YQTA1 . ..................._.;............................ lU 5~ 16d 100.0 1Yattix ~.Y.0115 (e) 9006 nawling Msoc. Liceaaed to CZi1[ OF Ct7PBRS2N0 exisc~nq + Axt . xcojsce ~urt'hu oec sl, ~oo> >,;so~~s vsq. a-~ """'-'-' •"""""""""" """""""""""""""'-"""'_"""" ~ Cuy~rtitro TIl1 Int~reeeti~ Calculecions ....~~.~__..,.,_._•-__".__•_~____'-.'-..-----'--'----^---~-~-'-------_'.-~____. mc ~1.striuussoa neoorc Pare~oe OL 'frip~ Daily To Catq i s 3 ~ 8 8 ZODO ""' ""' ""' ""' "__. .~..- 3 l0.0 E0.0 S.0 7,0 3.0 16.0 rratsix 7.a.o71s (cl aoo8 Dowiirig nisoc. Licensed ta CITY o1~ CUF6RTZNo 01 01 W rexioting a nTI . Psojec[ AM'hu Occ 11, 7007 lIs2D~16 Fsge ~-1 _*_`______________________________________~_"_.____•__.______..____._~--.-.. Cupucinp xTA incezeeCtion CalculalSona I13rn17tg Movel~IGnt Itepozt proiecc AT1 VO1aGq NOlC~EOll7f6 SOIIL~OU[S~ ~lC~171d Weecbound 'I9C11 'rype L~Lt Fkxn Right 7,ett 22au nighG Lait Thru Aight LaLC 1Rxru Rlg~w Yolwna p1 Scey~riB f:Xeek & Bubb Rtl 6ase 111 31 SOS 93 77 50 3~ ~79 ~7 807 664 35 3116 Pdded 0 9 0 0 0 0 0 6 0 0 3 0 9 iocel 14w 17. SOS 83 37 50 14 795 87 507 !67 35 3125 #7 itevene CYaek 4 Mary Ave ~ ease 37 6 29 70 11 1'M 11o iD16 6~0 717 646 67 3314 Addld 0 0 0 14 0 20 !6 0 0 0 ~4 14 146 Tatal 37 6 29 B4 11 192 309 1016 610 217 859 81 ]472 ~3 BGeVlnY C[e!k fi 6B 65 Ranpe Seae 0 0 0 ioe~ o io1 a 117~ iB0 286 692 0 1420 Added 0 0 0 16 0 0 0 6 O 16 3 0 71 1bti1 0 0 0 11]~ 0 301 0 1180 180 322 6D8 ~ C 3491 Aa Seevena Crsek ~ tts 65 Racops ~ Bi~s! ~0 101 0 29i S 495 681 1574 0 0 632 533 47H9 Add~d 0 0 7• 0 D 0 0 Sl ~0 6 19 27 126 1bCa1 ~0 101 31 =7! 5 4!S f81 Si75 0 0 i41 555 ~395 ~i SLeveae CYeek i SZe7,11ag 7td 8~se ]9] $97 949 ]1J 3S4 1~1 257 ~T7 1!3 S71 B72 143 ~45~ Add~d 3 O 0 0 0 s ~ i 1 0 17 0 « I'atal 795 557 2~B tl7 354 739 256 ~85 195 571 BJ9 1~7 i~96 Y! 9tcv~aa CYeek G 6AIC8 BaDa 0 0 0 34 0 1a] 259 1]la 0 0 997 60 1559 raaed o 0 0 0 0 0 o s e o iv o os Tokal 0 0 0 ]~ U 10l ~59 1177 0 0 994 60 3bB$ R7 9tevms LYeek L 8zendley Base 1~ 3~ 7 36 9 24 150 754 70 28 1137 10! 23D6 Mded a o o a o a o e o 0 17 o as Total i~ Z4 9 36 9 94 1b0 461 20 Z9 liS4 l0A Z]d1 I~a 3te11inp a ca~ens~les[ Hasc' 1~ 673 3~ f 60S EO !09 30 77 ]i 13 a2 1616 Added G ti o 0 Y o O 0 0 0 p 0 11 RbGaI li 676 ]4 9 613 50 109 70 J2 31 ~5 3] 167! $9 atelliog ~ MeClallan Sds! 43.3 6iA 75 11J B9' 69 29] ]51 ~1 56 295 159 2341 AdtleQ 0 ] Q 0 ,2 0 0 0 0 Q 0 0 S TOC61 7I] 6!1 7b 113 91 Q! 297 251 i] Si 495 159 2346 ir~tfS~c 7.e.oi~s fa) loas uoWiU,g aeaoc. rae~eaa ~o errr on evasnszwo BKi~ting . A'fI •-zojeCt AN7tx~ OC! 11, 1D07 1~i20r37 Peg~ S-1 '---°-----'-""----.."'-'^'^"""""""""""""_"""""""'._..... _ Cuperttno TIA Interaectian hleulacioes "'_'__'_"'_'__"_""__'_'_""""__""__'____________________'__________'^' Imp~CC AnRlySis ReyOxC L~v~l OC S~rvlC~ Ineer~eceim Baa~ Tutur~ C2iu~gs P!1/ V/ DGl/ V/ ;p LOS Veh C I.49 V~lt C ~ 1 9[avena Cza~Jc i Hubb Rd C- 33.0 0.63! C- 33.0 0.6•O • O,OC7 D/Y t~ etav.oa creax s r~ery x~a cr ¢~.~ o.tsi c u.~ o.see + i.~va nN 1t ~ eew.m cra*x r ea ea xa~s c se.s o.s~a c as.i o.s+i « 0.3~~ o/v ! l 6cevena Creek L x8 !S Aampa C- 33.9 O.Ei2 C-• 34.5 0.649 + 0.519 0/v ~! Blwena Credt i 9Ge11ing Rd D 3l.~ 0.7Sf 0 39.6 0.7H! • 6.Z6\ D/Y • i 6 Seeveos Cmk & S)1I~ ~ H 17.T 0.391 B 1~.7 0.39s -0.02D D/Y w 7 9CSV~ns Crsek F Brind.lay 9 St.7 O.a04 p 16.6 O.~OY -0.093 fl/Y Y B 8salling k 6reen).en! 8 U.~ G.61i B 17.3 O.f~7 « O.OSB ~/Y R 9 Bc~lllrtg 4 NcClellaa D{t.S 0.705 . D 1~.6 0.706 + 0.015 D/V Tcalllx 7.s.0715 (el 7006 Dorliny Assoc. r.iaeqead LO CiTY OF CUPERTID?D rn rn A Exlscinq f ATI • PYOyact AMThu Oct 11, 3C07 14~20~27 Page 6-I '-""'_.""""_""""""""-^--"""" "'-"'------'--'---""""-' CLp~riino TIA Sntccnectioo C¢leuiation^ Level Of Sarvice Co~aca~i~ aeporc ~000 ACti Oyerations Machod (FUSUra Yolume Ei.cemaci+nl •~-~~~~~~~s~r~~~aa.s~~a~r~~-~~~~~~a~~~s~rr~r.~.+~•a~••••~•.a~~~~~~.~~~~r~~~~rr~~ Iu[ernccian il 9tevm~ Cxsek c Hubb RC e e•r~~rrt~sesYllwwaaNi~Nat~~a•r~~'~fi~~~~~N~•~~~r~rH~~~+~ffaw~~+~a~~f~i• Cyel• (rec1: • 120 LYitical Vol./Cap.(X~. • O.i~O inee TEme I~ee-~ 17 (S+R~4~0 aec) Average Peley (aec/veh~~ 77.0 ' Opt1~1 Cycle~ 54 , Level OL Sezvice~ C- v.airW.f~.~r~~faeall~fY~e*f~~rarirrsarr~'Yae~wrN~7rler~as.a.•M~'~o~Wta~MN~~tNW• 1~pyraach~ Narch 8rnmd Soutn souna Sast So~md Neec ernma Movemss~t i L - T - A L - 7 - A G - T - R L - t - A "' I "'"""""' _" I I ~~ ~"""""' "' I I """ """""~ ~ "'. _. ~ ~......~ _ ~ Ccmcrol: 9plit Phase 3pllt nbase ?xoteeCed Protected Right~r Ovl Ineluds Saclude Snclvde Min. 4reen+ ' 7 10 10 ~ iQ 30 ? 16 10 7 10 10 Lanes~ 0 1 0 0 2 1 0 1 0 1 1 0 2 0 1 2 0 1 1 0 Volume MoCule~ 8a~a Vol: 1~4 li B03 91 77 50 1~ 779 B7 607 98{ 38 Gs'OWGh AQ'Js 3.00 1.00 1.00 1.60 1.00 1.00 1~00 1.00 1.00 i.ao i,ou 3.00 ~nicial Hse~ il~ S1 505 93 27 50 11 779 R? 507 B6a~ .75 Added vol, o 0 o a a 0 a 6 0 0 3 0- PuserByVal~ 0 0 0 0 0 D 0 0 0 0 D 0 Inltinl ~ti 14l il SD6 93 =7 SO 14 7BS 67 567 B67 75 Qser Mji 1.00 I.00 1-00 I.00 1•00 1.00 1.00 1.00 1.00 1.00 1-00 1.60 P9F Adj~ 0.9] 0.91 0.9Z 0.9] D.92 O.B2 fl.91 O_92 0_92 0•94 0.91 0.99 P9F voltm~~ 157 12 54! 101 Y9 S4 .15 !57 99 551 967 38 lteduct Vol~ 0 0 146 0 0 17 0 0 65 0 0 S AeduCad Volr 157 12 a03 101 79 7 iS 951 JO 551 9~2 35 -CB~~dj~ 1.00 I.00 1.00 1.OG 1.OQ 1.Q0 1.00 7..00 1_OG 1.00 1.00 1.00 F6F M]i 1.00 1.00 1.00 1.OD 1.00 1.00 1.40 1.OG 1.00 ].00 I.06 1.00 PSsiel vol_~ 157 11 f0i 101 79• 1 1$ A57 30 aSl 9{~ 35 ____________I__________.'_•.~~'_'....."""'~~ ""____'._----II^______________~' Eeturaaion Bloa Modula~ 6it/Ltltt~~ 1900 1900 1900 3900 1900 ~900 1900 1900 1900 1900 1900 1-60 Adjuitrtient~ 0.95 0•95 0-l3 0.91 },00 0.92 0.92 1.00 C.9] tl.Y7 0.l7 0.95 T.aoea. 0.9] 0.09 2.00 1.00 1.00 1.00 5.00 2.00 1.D0 ~:-00 1.93 0-07 FiRll 8it.i 1572 17• 31B0 1130 1800 1790 1790 3800 1750 3I56 356T ll3 ""_"""'~"""""""' I I"""'...""' I I"'_"""""'"~ ~"'"_""""" ~ Ctp0.CiiY Aua1Ys1~ MOdtllee Vol/Batr 0.0! tl.09 tl.33 tl.0i 6~07 0.90 0.01 0.~11 a.Q2 6.17 0,76 0.76 CrSE ?lov![~ -~~• ' •w~~ xo~~ •~•w O[een Titaea 17.5 ]7.5 30.7 10.~ 10.1 SD.i 13.4 f2.1 49.3 ~7.! 61.3 61.3 volwelCap~ O.S9 0.64 0.31 0.6~ D.37 0.03 O.0! 0.64 O.Ob 0.6a 0.51 0.69 Delay/Veh. 59.f 59.6 23.8 71.0 52.6 50.4 48.4 75.0 15.9 ~7.1 40.5 20.5 urer oeu~aj~ i.oo i.oo s.oo i.oa i.oa i.oa i.oo i.oa i.ao i.oo i.oo i.on AdjDel/veh~ 5~.6 59.6 33.0 71.0 51.E 50.~ 90.4 )5.0 ~5.9 <3.1 20.6 70.5 ue ny ~soveT r+ s+ c n a- n n u+ c' n, G, H@S7kAvgQ~ 1 7 6 5 1 G 1 19 1 11 17 17 ..es•.~•aa•rrr.~w•~r••w~~~a~a.aae~.~~rri.a~.a~~~ear~~~~ir~a~~~~w~~r~ra~~~~~a~~ Dlot~~ pww seported 1s [hs aunber o[ ears per•lane. TcRLlix 7.Y.O~IS (a1 9006 Dowliag Assoc. LScenssC Co CITY OF CUYSRTINo ixlat.ing • 7~'I + Projeet AMlhu OcC 11, 10h7 34~20~17 Page 7-1 ""'---'--- "'-'-'-- '---------`-""""'- "'--'-----'----'-'-----°_`___• , Cupastirw SI11 Iat~zsaCtlon Calcuiatim~ I,evel Of 9lriiC! Coaiputacioa ReporC • 5000 HC~I Op~rac4ona Meehod (FLture Volume Altarnative) i~Yfir~~~~f~~f~rii~-i~~~i~1r~f~~tR~~1Mlf~l~tii-~~~~11~~~~NiM~~WYfifl~~rO~ii~i~~f Inter~acei~+ 47 6tevehs Creek a i~aty 11ve •~+~1a~ta~lr~f~I~i1~i~~~~i~,tM~R4f+RRHfsft~~~~ll~~~i~~~fal~+i~~i~*fA4~\iNr~i~y~~i Cyela (ertc~)~ 7s CYiCical Vol./Cap.{E1~ a.~a8• inar tima (e~c)o-' 17 (Y+A.1,7 ~ee) nverege De1ny (aec/vehl~ , ».7 OpGiaal Cyele~ ~6 'Lavel O[ Ses~ice~ ' C ~~~~i~i1~~~~~I~~~~i~i~~I~1~~ri.~~~~i~~f~Yf~iR~l~i1t~M~~~1~~1f~~N~ifaN~l~a~• a~ro~n, North Lound soti,eh m~a sase aau~a x~.e a~a MOVlII~2ft~ L- T- A L- i - E L - T- A L- T- A ------------I------•--------II---------------II--------------•II---------------I Contzol~ proceeced -zotecead proe~etad Drocaeced Righcs~ Include iaciude include 2nelude Min. Graw. 'r 1o ia 7 10 IO 7 10 ~ ao 9 10 10 . Ian~oi 2 0 0 1 0 1 0 1 0 3 1 0 3 D 1 1 0 7 0 1 ------------I---------------fl---------------ll--------_._.---11---------------I valuma Hodule~ Yase vol. ]7 6 13 70 11 177 314 1016 6~0 217 Ba5 67 prowc.h x~da= i.oo 1.0o i.oo i.oo i.oo i.ao i.oo i.oa i.oo x.ao i.oo i.oo I41Cii] B!!e 37 8 19 70 11 172 ]L~ k016 6~0 317 016 67 Mdad Vol~ O O 0 14 0 ~0 !6 a 0 0 14 19 ?u1le=J~VOl~ E 0 0~ 0 9 0 D 0 0 0 0 0 IAitfal b17t~ 3'1 5 ]9 l4 11 19Z 300 1016 6~0 li7 A59 91 Vslr AG~~ i•o0 1.0o a.oo l:DO l.otl i.oo 1.00 3.00 ]-oo i.0o i.oo i.oo pJ;F 71dj~ 0.9] 0.97 0.l2 0.97 0.87 0.87 0~97 0.l2 O.D7 0.l7 0.73 0.l7 YNF volwpe~ {0 7 32 91 17 Z09 b]6 11W 696 33b 93~ C6 ReGucL vol. 0 0 25 O 0 Sa3 0 O S~i 0 0 47 Radue~d'W1. 40 7 7 92 17 i6 37f IlOI 14B 73fi 974 31 PC6 Ad~.e 1.00 1.00 1.00 1.06 1.00 1.00 1.00 1.00 1.OD 1.00 1.00 1.80 t4~P AG]~ 3.00 1-00 1.00 1.00 1.00 1.00 1.00 S.QO 1.00 1.00 1.00 1.60 Piaal Val.: 40 7 7 91 1! f~ 37i 1104 1se 736 97a 31 ------'---'-1=-------°-°-- I 1--°'...-------I I---------°° -- I l----'-'--""° I Saturacion Yloa Nbdulm~ BsE/I.sII~e 1400 1900 1900 1900 1900 190D 1900 ]-00 1900 1900 1l00 18G0 AdjUBCtd~ttt+ O.i3 0.9tl 0.85 0.97 1.00 0.93 0,97 1,ao a.41 0.9] 1.00 0.91 tau~ea~ ~.oa o.so a.so i.oo i.oo i.aa i.oo a.oo i.oo i.oo ~.oo i,oa Ainal Yet.. 3150 i0D 900 1160 1900 a~50 1750 5?00 175b 1950 5700 3750 ------------J ----------•---II-----...-------II---------------II----------_-_..~ Capaelq Aruiyrie Modnles ' PoL/Bat. 0.03 0.01 0~01 0.05 0.01 D.OS 'D.19 0.19 0.08 O.13 0.16 0.04 CLlt NoV~i~ ~+~r •~~• ar~• •~+• 6YSal ~ims. 7.0 10.0 10.0 7.0 10.0 i0.o S~.S 77.1 27.1 1l.9 71.5 31.5 VOlyme/Cap: 0.1~ 0.05 O.OS 0.56 n.CS 0.11 D.57 0~34 0.73 O.SF D.97 Q.06 Dalay/V~1s~ 37.3 7i.B 7e,~ 4C.{ ]!.7 3Z.1 15.0 70.0 17.5 1B.! 2~.3 1l.i uear nauwi~ i.ao i.oo i.oo i.oa i.ao i.ao i.oo i_oo i.ao i.oo i.oo i.oo AdjDel/veht aa.~ ae.e 76.~ 45.E 2Y.9 3=.1 25.0 ~0.0 17.6 18.9 7~.I 19.6 LOS by tbva: ~ C- C C D C C= C H- B C C ' HCM3kAVy0~ 1 0 0 3 0 3 7 7 J 6 Y 1 ~i~i~~~f~~~wM#~w~1M ~M~H~i I~i~ft~ ~1~1~ i~l~~HfN1 Nfift~~aNt~i~t-Hi#if ilwa~i• NoG~ pueue raporCed is Ch! nvm~ac a! eira peY litl~. Trail3x 7.a.0719 (c1 2006 Oowling Ab~oo. Liena[ed to CL1Y 0! CVP~lYStro ~ ~ N Exi9tiTg +~TI . Pirojee[ nMA'6u Oc[ 11, 1007'1a:20:27 Pagn 6-1 "- """""""""""""""""" """"""""'-"-""""""""' Cupenino TIA IncarS~Ctlon Calculaciona • ~ Level 0! Sezvice Cwqrnutton Rqpore 2000 HGTI Opezstivro Methcd {pytY2'e Valwne A1texT~aCivel •~ar~r~wqr+~~~~~x»R~~~~rurwieats~asa~r.•a~r..a.ae•~~rr~r~~~~~~~~a+-~~~ra~~,re• InteSBlCC10n A3 Bc~VenB Ct6ek i$i !5 Rdrtpa •• • ~~~N~~~~~i~~f1~~i1~~~~~~~~i~i~~y~~i~i~H~t~~~1~~~~N~a4~~~~~a~~~iN• Cy~ele {sec)~ 170 G'ztctcai voi./Cap.IXl~ 0.5~1 ivae riae tsecl: 9(Y*R~C.O sec) Avara9m Delay (sec/veh)s ~5.1 Optilaal Cycla~ J7 Level O! Servlce~ C ~~4~a~~~~a~sa~a~~a~a~~~a~~~~~~r~r+~a~~-srs~ss~~r~.~~s•~~•~~~~a~~~aaa~rf~~•a~~~~• npyroachs tA~rtt~ BaunC 9outh Hound 6aec Hamd Neet 8rnmd rowam~nts L- T - 1! L - T - R L- T- E L - T - E '----" ----- ~""""...."" ~ 1""""""'-' ~ ~---"_'--_`.___ ~(-'-----"'-""~ controii aerntl.eted Frotected earmittea procecced Rigdcss ZnClyde • incluCe Include include Min. Qreen. 7 3D 30 7 10 SO 7 10 10 T 10 10 iaa~~ ~ 0 0 a o 0, 2 1 0 0 1. o o ] 1 0 a 0 ] 0 0 """" "" ~ "' •"""""'' ~ """""""- ~ ~ """"""'-- ( ~ ----°----'-~.. + vol„we N~dule~ Baee Vol~ O 0 0 106T 0 101 0 1174 lY0 ]D6 692 6 ckowcn naj~ i.oo i.oo i.oo i.oo i.oo i.oo i.oo i.oo 1.0o i.oo x.ao x.oo Initial Dsat 0 0 0 1067 Q 101 0 117~ 180 206 69~ 0 Addld YOli 0 0 O 46 0 0 0 6 0 1B ) 0 Pa¢ceYByv01. 0 0 0 0 0 0 0 0 0 0 0 0 Inicfal Huc~ 0 0 0 113] a 101 a i180 180 71] 695 0 us.: aa~, i.oo :.oa i.oa i.ao 1.no i.oo i,ao i,ao i.ao i.oo s..oa i.oo F!~ Adja 0.97 0.91 0.97 0.4] 0.92 0.9~ 0.91 0.97 0.91 0.9].0_92 Q-9] P}IP V011YII~i 0 0 a 1210 0 110 ~ 17t3 196 141 753 0 Reduet VOlr 0 D 8 0 O 62 0 0 13~ 0 0 0 P.educed VOI~ 0 0 0 1730 0 4/ 0 12l3 B~ ~ 741 75S 0 FC6 ACj~ 1.00 1.OQ 1.C0 1.00 3.6D 1.OD 1.00 L.00 1.00 1.00 1.00 1.D0 M,F 11dj~ 1.00 1.00 1.D6 1.D0 1.Oa 1.00 1.00 1.00 1.00 I.pO 1.00 1.00 FiAal VOl.i o 0 6 1710 0 ~! 0 12B! 64 1~1 755 0 --'------"'I "^""~..~~"-'^--'----°'~~-----'-."""'~~"""'-"'----~ 8eturacion Fiow Modula~ Bat/LVie, 1900 1960 1904 19C0 3900 IfOD 1lDO if~0 2900 1l00 19D0 1904 AdiUltWlAti 0~93 3.00 Q.91 0.8T 1.00 D~97 0.97 9.9f 6.98 O~Id 1.00 0.8Z Ianesi 0.00 0.00 9.00 3.00 0.00 1.00 0-Op 3.E0 6.30 2.00 7.D0 0.00 Final Sat.s 9 ~ 0 6950 0 1750 0 71~5 355 3150 3l00 0 --_.__...-~-I---------------II---------------11-•--•---••-----II---------------I capacSty l~nalysi~ Hodnlei Val/Sat, 0.00 0.00 O.Otl ~.14 0.00 0.03 0.00 0.18 0.18 0.08 D.YO O.CO CCit MOVlS~ rtra ~+r+ aera 6taen 21m~r 0.0 0.0 0.0 5~.7 0.o Ss.~ 0.0 79.Y 74.s 17.0 56.{ 0.0 VO1veM/Capr ~.00 O.OD 0.00 9.94 0.00 O.tlB Q.00 0.54 0.5~ Q.54 O.AI 0.00 De13y/Vlhe 0.0 0.0' Q.0 94.8 0-0 11.7 0_D 73-5 33.5 51.5 21.5 0.0 tlse= DllAdjc 1.00 1.9D 1.OD 1.00 1.00 1.00 1.OD 1.00 1.00 1.00 1~00 3.00 AdjAel/~Veb~ 0,0 0,0 O.D 71.8 0~0 18.7 '0.0 J3.5 3D.5 l1~b 23.5 0.0 LD9 by ltovee A A A' C A B- A C- ~ C- D- C+ pO~qkArgpe 0 0 0 1Y 0 1 ' 0 30 10 6 9 0 ~~~ ~~~N~rw~Ir~~~~~~~+~a~a~~~~w~~1a~~awArRrs+fM+~•~H~~~H~a~Hr~ r#+r~~r~~f ~*a~r• r7o~~i puau~ ripertid ir th~ mmbar o! ear~ par laa~. TraifSu 7.l.0T15 (el 70L6 Dowling Aesac. Lie~sed to CSTY tlF CUAERTWO 8xi3ting + ATi + Pro]~cG AMfhu oet li, 2007 14,1C~27 Fage 9-1 _____.___•___.~_'____________________~__..__-___...._.___-__--------'----'---- Npertino TSa 2ne~r~eccion Calculations Level OL Serncs Compucacioa Aaporc 9000 NCFt Op~racSOnr Meehod (~+euze volume Aisernacivc- •~~~~~}~}~~~~I~~~~i~f~~f~/~\~~~~1~~~~~i~if~i1k1i1i~iHt~~~~~fit~4k~~t~• 2nGrs~ctim $! etevens Creek 4 N8 !5 Aartp~ ~~~~~~~Iii~ii~fR~1~~~~~~~~l~~R4s~~e~~~i~W~~M~lLys~~W1M~t~~i~iM~N~~f~ Cyc2a (s~c1: . 120 ~ri[ieal voI./cap.~X). 9.69i Loss 1'Yme (6~C)c 17 ~7*n~~,p ~eW Avarage Dtlay Uec/vehl, 3i.s Optimal Cycle. 61 Lavel ot aesvice, C- •~~~r~aNtssr~aa~ra•~~.ra.~~a~.•~~~a~~1.~~.r~rr~r~a~f~~~..~a.1~a.•r~.~~w•af.a~lllr 1lppioach~ NoYCh BaiLd 80UCh Dotmd East Hound 1Pa9t Bo~a~d !bvlmeot~ L- T- ]t L-! - R G- T- lt L- S- R ------------1---------------II---------------Il•--------------II---------------I ConGrol. Split vhnse 6ylit Pdus Proeeceed Peradtted Rigbta+ Iaeluae Inelvda Inelude Ignas~ Hia_ fir~~n: 7 10 10 7 SO iQ T 10 10 7 10 10 LW~~~ 0 1 6 1 0 O 0 11 O 1 2 0 7 D 0 0 O 3 0 1 """'-'--' ~_....""'-""' ~ ~--'--'---"-'--~ ~'-'-----"..... ~`«~..._""""' ~ cqliar Hodule~ b~~a Val~ 40 101 0 ZIi 5 6B8 6b1 157~ 0 0 63] 6~3 OYOVCA M~~ 3.00 1.00 1.09 1.00 1.00 1.00 1.00 1.00 1.00 S.oo l.o0 1.00 inittal 8se~ 40 101 0 22B 9 ~B5 6i1 3574 0 0 61] 33] l~dQ~d Yol: 0 0 3a 0 0 G 0 il a 0 17 77 vadeerayvot, a a o 0 o a o 0 0 'o o a Znitial R7ti {0 101 34 22B s 4Y5 b11 1635 0 0 641 535 V~~r Adj. 1.00 3.00 3.00 S.DO 3.00 1.00 1.G0 1.00 1.00 2.00 3.OQ 0.00 Pf3P 71Ej+ 0.91 0.93 0.91 0.97 a.92 0.92 0.l7 0.f2 O.f7 G.92 0,91 b~DO PH!' Yol~~ 43 110• 37 24~ 3 827 7~0 3766 0 0 697 0 Redunt Vol~ 0 C 0 0 0 II6i 0 0 0 0 0 ~ST Redu RldtlCeC VO1~ l3 11Q 37 79{ B Z59 740 1766 0 0 8!7 0 ece ~i: i.oa i.oo i.oo 1.ao i.oo i.ou 1.0o i,oo i.oo :.oo i.oo. o.oo M,v aai. i,oo i.oo i.oo i.oo s.oo i.oo i.oo 1.0o i.oo x.oo i.oo o.oa Piaal Vol_. a3 110 37 7~~ S Sfi! 7d0 37fi6 0 0 i97 0 """"""~ "'^"--- •""- ~ { ""'_""""' I ~ """_""""~ ~ """"'__"" { BaGUraGloq P10v MOdulli 8et/Lane: 1900 1900 1900 iB00 1900 1900 1900 1900 1900 1906 190D 1960 IldinsC~wnC~ 0.95 0.95 0.95 0.9~ 0_9i 0.97 0.91 1.00 0.91 0.91 1.00 0.9] Ldtldl: 0.~6 1.15 0.39 O.fS 0.01 1.3~ 3.OC 3.D0 0.00 0.00 ].00 1.00 Final pt.~ ~73 7078 699 1133 1S 7317 3150 6700 0 6 5700 1750 ---------... -----------II---------------1(-----~---------II---------------I Cnpscity yeis Modul~. voi~s.t: o.os o.os o.as o.i~ o.s= o.ii o.z~ o.ai o.oo a.oo o.i~ o.ao CtlC hbV!!~ w~'R ..~• ~ •r~r fir~m TLaN~ 10.0 50.0 10.0 37•1 37.7 39.7 40.0 QO.i 0.0 0.0 90.! 0.0 Volvw/Cipi 0.69 0.63 0.63 0.71 0.91 0.36 0.71 0.61 0.00 0.00 0.71 0.00 DmlaylVeh: 6J.0 63.0 i].0 42.9 62.7 37.8 38.9 73.1 0.0 0.0 80.f 0.0 ve~ nev~i. i,oa i.oo i.oo s.oo ~.ao i.oo i.ao i.oo i_oo t.oo s.oo i.oo AdjIItl/Vati~ 61.0 63.0 63.0 sa.~ ~a.a 7~.i ]i.9 71.3 0.0 0.0 80.9 0,0 70S by Nove.' 8 Y S D 6 C= Q+ C* A 11 D' I[O72kAvgQ~ S b S 1~ 14 6 15 li 0 0 ! O ua~~a~ar~a~~+~~~..Haw~ra~~~r~~r~~a~~~r~~~~~+a••ra.~~~~t~~~sra~~~~:.+~~r~+a~~~~ WotR. Ousu~ rap~t~d i~ tha a~er oi c~.rs per laae. rzaseix v.~.a7s! tcl 7ao6 oorlip9 nseoe. Licensea eo eiTY OF Ct1F8xTUla 01 m ~ Exiscing + ATI + project AMTI~u Oet 11, zoo7 1~~20~]7 2age ia-1 """""""•""""-"""""""'--"'------'---"--°' ------"""'-" Clxpezcim TiA Intnrseceion Caleulations L@vsl OE SO.TVIC! OORpLLtstiGR Repoxs 300o RCt~ oyeratlonc rkchod (aucttre Volwaa Alcernaeivo~ •~i~1a}Raaa~e~aH ~a4~N1~~N~~~~~~N~faar~~r~rf•~.rfiaa~~flr~af~a~~s~H~fM~~~s• Interseotion ~S atevena Creek 4 Sce111ng ltd • ~~a~~~w.••~~ar•.•~a.rw•~w~•rr.~~~~esaert~~~~~~a~~~~~aaa•r•~~~~~~~au~r• Cyele 4aec)+ so (siticsl Vol./Cap.(z). O.i64 L06a Tiiae (6ae)i 13 lYrllr4.o ~ec~ Rverage nelny (aeC/veh1~ 39.6 op[iiml Cyel~~ 67 Gavel 0! 8erviee: b +r.s:s.s.s••ti•.~s....•...a..a•.:....r.•e.w.r~r.r~r.r~i~•a~rarr.s.~i..~s•..~~ws~ a+pproach. dorth ]lound eou[h Eo~mC eaec Samd West Bocmd Movm~ena. L - T- R L- T- A L - R- R L- T - R _.----------I---------------II---------------fl--------------=11-------._.-----1 COf1U'O]+ PLOC6CCEQ PFOtcct~d Pfo[ecCed FLOtectld Aighta: inclvds T~luda Inelude 7neluda Nin. Gseesii '7 SO SO 7 16 10 7 10 10 7 10 lQ Lanae, 1 0 7 0 1 1 0 Z 0 1• 1 0 2 1 0 1 0 7 0 1 Vol~e lfadule~ 8u~ Vol. 393 357 QrowcG l~dj ~ 1.OD 1.00 Ipi[iai Boe+ 39) 557 Addld VO1: 1 Q PlB9GLByVOIr 0 0 InlilaI R~tr 79f 557 txer ui3~ i.ao i.ao e~s Aaj: 0.9~ 0.9a PKR YOlVGb~ 4S0 60S 14ducc Vol. 0 D neaucee vol, uo eos PCS Ad~~ 1.00 1.00 n¢.r adj. i.ao a.ao FSnal Vol.~ a30 605 ~se 1.00 3~8 a D ~~e 1.00 0.92 770 10~ 66 i.oo 1.00 66 21~ 35~ l.oo ].oo 213 354 a o 0 0 71] 35! 1.oa S.VO 0.97 0.9Z Z3$ 399 0 0 131 385 i.oa i.ao 1.00 1.00 231 395 231 482 477 193 571 /23 143 1.00 1.00 1.00 1.00 L.00 1.00 1.00 7]] 752 477 1!3 S71 /27 143 B ~ B 2 0 17 0 0 9 0 0 D 0 0 239 13b tB5 195 571 Y79 3~3 1.00 1.00 1.a0• 1.oa 1.00 1.Ga 1.oa D.l2 0.9Z 0.97 ~.97 0.93 0.l7 0.l7 360 27B 317 212 E91 912 159 .~06 0 0 61 0 O 127 54 27B 527 191 t11 717 77 s.oo i.oo i.oa s.oo 1.0o i.oo i.aa l.o0 1.00 l.ao a.ao 1.0o i.oo 3.aa 54 278 S27 131 6al 917 ]] SituraLl~ Flor+ Hodule~ 93t/Ltf16~ ~1900 1900 1900 1900 1900 1900 1900 1900 19a0 1900 1900 1900 Miustmrnk~ 0.92 1.00 0.9a 0.9f 1.00 0•!~ 6.92 0.99 0.95 0.9~ 1.00 0.91 IAr19b~ 1.00 1.00 1.0~ 1.00 3.00 1.00 1.00 2.98 0.67 7.OD 3.00 1.00 Fiaal 8et.~ 1750 3800 1750 1750 3B00 17b~ 1750 ~49~ 111{ 3130 5900 1790 --•---------I---------------II---------------I1------~-•------11---------------I Cnpacity lu~alyfis e~odule~ Vol/Sttr 0.79 0.16 Q.OI 0.13 tl.ib 0_03 0.16 0_17 0.17 O.ZO 0.18 0.07 Cclt MoVls~ r+r. ' ..• ~+~• Qceai 43me~ 7l.D 21.~ ~2_{ 18.6 13.9 11.9 18.5 13.9 13.9 23~9 18.6 Si.6 Volwm/Cap. 0-76 D.64 D.14 0.64 0.76 0.23 0.77 0.76 0.76 0.76 0.77 0.09 D~lay/Veh~ 3C.9 37.6 37.1 ~1.1 ~8~2 37.3 ~6.B ~2.9 ~2.8 37.6 78.7 3Y.~ usar De1Pdj~ 1.00 I.oo 1.G0 1.00 1.00 L.00 2.00 L.00 1.00 1.00 l.DD 1.00 MiDelJVlh. 36.- 37.6 49.1 91.1 ~i.> >7.3 48.A ~2.9 42.9 JT.B 7t.7 29.d Iq8 Ay MOV~o D~ ~ C- ' C D P D~ D D' D W D+ MD~kAvgOt 13 6 7 7 7 2 1D e e 11 30 1 af ~7~'~~ a~N~a~ H~'I~A~~~rf~iaH~~ ~l~fNtsse ~rY~se~-~i~rff~tl~N~rra~R-4ki~~slisfl~ xou~ ~uau reperted is the iuuaber oi cua per lant. Tr6ftix 7.Y.D7t5 (C) 4046 Dow117ig Asax. LSCautd to CZTY OF Q]PSATINO AcSatiag r ATS . Pro~ect JIM1'hu Oct li, 3007 11,20~27 vage 11-i __---."----°...._-----'--'-___.- _'-"'--' °--'---'--'-'-_' -' --"-'-' -"---'-- CVpesCim SI11 IAtasaeCtfon CalculeClO»• 1rve1 oz servie~ camutacion Rayort 9000 HC?t Operacians Het}~od (FUkura Valvme 111ternseivel a•~a.arairfra...sa.r»•e.rw.••.fra...w~rs.t.rae.a..,.rer•sar...«V1.J.w~fs.f,.,.1r IntereeeCion t6 Btevens Creak ~ 511ICA e •~i~~a~I~~~wN~is~~~~~tli~1~~;~1ff~~1~i~M~ii~~~irra~~~~~~~w~Mif~1~~~if~Ir~~r• Cyc1~ (s~c)~ 310 Critiral vol./Cep-f7c)+ a.39S i.qse Time (aec)~ 9 IY+R~4.0 secl Ave=iqe DelAy lsec/vsh)+ 13.7 Op[Smxl Lycle~ 36 Lnval OL Serviame Y r.~aa~~~~~•~•a~•~~•~t•~~r~.~~•~~•~.rwe•a~~~~aa~s~t~~r~r~~~~r~~~~•a.~••~.sa•~~~:~ Appmaeh~ Noseh Bmmd Soa[h 7rnuM Sa~t sdmA weat Eound MovemeIIt~ G- i- R G - 7 -'R L- S - Y L- T - R '..""""" I"""""""'I ~"""""""' ~~""'_'_'__""'1 ~"'_"""""' I Coaerol~ 4eemiCtlO DYOi.~ecad Protecud P~x~itud Aigttce. Inelvd~ iaelude IIIOlUOa IAC10dC Hiit~ Oiem~ 7 IO 30 7 1Q 30 7 SC 10, 7 10 10 Lena~, 9 0 0 0 0 1 0 3 0 3 1 0 3 0 0 0 0 3 O 1 ""-'---'--~ `--'-"""""} ~"""""""' ~ ~"""""""' ~ ~""-"""-"' ~ Valume Hodnlei 839Y VOL~ 0 D D 34 D 103 159 1124 0 D 977 60 ~owt~ xdj, i.ao i.oo i.ao i.ao i.oo i.oo i.oo 1.00 1.0o i.oo ~,oo i_oo InLcial 7sss 0 0 0 3a o SO] z87 112~ 0 D 97i tl0 Added Vol~ o• o 0 o a o o a o u 17 a Pas6~r8yVaS: O 0 0 0 0 0 0 0 0 0 Q 6 Ini[Sal FUC~ 0 0 0 3~ 0 103 2S9 1137 0 0. 999 60 Uset 11Qje 1.D0 5.00 1.00 i.00 1.00 1.OG 1.00 1.OD I.00 1.OD L.O~ 3.00 P0! Adj~ 0.9~ 0.9~ 0~l2 D.91 0.l2 0.97 0.l7 O.l9 0.97 0.l2 0.97 Q.92 P6F Wluae~ 0 0 0 37 0 117 7B7 19J0 0 0 SOiO 65 Rld17Ct VOl~ 0 0 0 0 0 91 0 0 9 0 0 ~l Reduced Yol~ a o a 77 0 21 7~7 i17a a o loea 24 PCB AQ'j~ 1.00 1.00 1,00 1.D0 1.00 1.00 1_00 1.00 1.00 1.00 1.09 1.00 MF Adj~ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1-00 1.00 3.00 ~.00 1.00 F1nal Vol.: 0 0 G 37 0 21 7Y] 1770 0 0 10~0 74 9acuraclon Fla+ t~oduls. StC/Lin~+ 1900 1900 1900 19Q0 1l00 1fD0 1900 1900 1900 t400 1900 1400 AdjUBUNnC~ 0.91 1.00 0.91 0.92 1.00 0.82 0.77 1.00 0.l7 0.!] 1.00 0.l7 YM68~ 0.09 0.00 O.pp 1.00 1,00 1.00 1.00 3.00 0-00 O.OD 3.00 1.00 Pinal 8at.~ 0 0 tl I750 1900 I7S0 1~$D $700 0 0 5700 1140 -------"`-~ ~--"" """"' ~ ~""""" ~.. __' ~ ~.-,.." "' •"" ~ ~"""""""' ~ CaDacitY ~~Y~i~ r7odula~ VoI/Sat, O.OQ 0.00 0.00 0.07 D.QO 0.03 0_16 Q.1] D.00 0.00 0.19 0.01 CS'i! Elov~~~ •.~r •~*a sr~• f~em Tine~ 0.0 0.0 0.0 10.0 0.0 10.0 ~1.{ 91.0 0.0 0.0 49.7 4D.] volwie/C~p+ 0-00 O.QD 4.00 0•73 0.00 0.13 0.~~ 0.76 0.00 O.DO O.a7 0.03 Delay/Veh. 0.0 0.0 0.0 ~l.i n.n aT,7 27.1 z.1 0.0 0.0 2I.7 17.1 Vser DelAdjr 1~D0 1.00 1.00 7•00 1-00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/veh~ 0•0 0.0 0.0 ~9.1 D.0 47.) ».2 3.] 0.0 0.0 Z1.7 17.1 IA9 by NOVls ' A A A D A D' C A ~ A A C~ ' H HCTA2kAVgQe 0 Q Q 1 0 1 B 3 0 D ~ 0 ~ ~~a~~aa~HrN~rr~~i~+~.ac~aW.ra~e•~Nri~K~~ka~~a~iRa+~li+~a~la~Na~~a~a~~~Nlr1~a ~ Notar Qu~u~ s~p~eed is [!u numbsr o! eara yas l~n~. Tr~ftix 7_l.D719 (c) 200Q oowling Assoa. Licwad to CITY OF CVDFRS72i0 ~ 01 v Src7.9cing t A2Z + Projeat AM7hu Occ 11, 2097 14r70.27 Page 17-1 _'._---^--------- ^--`-------------"-^-----~___-_____---'---'--------------- Cupercim TIA [atcreecclon Calculaclnae Level Of 9ezvice CotquCiLiOa RtpOtt Z000 BC+t Gperatiau htschod IEticuse troluaoe AlcexnacSvel ~~6~~i1i~y~fi~M~i~fli~ffYki~ii~ie~i~fi~l~~~i~~~Jiaria~~~~~~~i1~efl~lf~~fiY~iN!-f int~reectSon N7 Stevens Creek i 8randlay •~1~~i~iiliwifH~~rN ir~f~f~+sf~a~Mi4~~i~siii~ii~i#~~I~f~~~~i~~e~~~~~~~1~~~~v~~Ir• CyCl~ (sec)r 7.1a [riCica2 Vol./Cap.(%1. 0-408 IABB TSM (sec1~ 11 (Y+R~4.0 06C} ~versge pelay (eec/vehl~ 16.6 Cptim¢1 tyclwr 39 Lsval Ot Sssvica~ P •~~~~~~~s~a~r~~~rr~r~~~a~~~t~~N~~r~~~~~~~~~rrr~•~.~•..y~~~et~re~~ya~+~r~rat..~• npprosch~ Nort2i 9ound South 76w:W 8ast 9oum t~eet ao~m.d AbVemeaGr L- T - A L- T- R L- T- R L- T- R ___ _________ ~_"_"""""" ~~"""""""_ ~ ~'____:_' ____-" ~ ~^____..«_"""' NpCL01~ PdTqIiLLld FMPmiGtEd PZOLRCt4d Dzotfcked Atghts, Iacluda zacluda Tnclude YnCludn lOSn, 6seelf ~ 7 10 10 '! 30 30 7 10 10 7 10 10 Iaaes. 0 1 0 0 1 0 1 0 0 1 1 0 3 0 1 ? 0 2 1' C "-"-"'--- ~ -""""""" ~ ~ """""""' ~ ~ """"""^^' ~ ~ ' _.. _..'-'. "" ~ Volwtu NaduYe. Btf! VOl~ ll 1i 2 36 9 ]4 150 754 70 7! I137 lOB 6FDWC11 AG]~ 1.00 1.00 1.00 5.00 1.00 1.00 1.00 1.00 1.00 1.00 I.Otl 1.60 Iilitial Bfl~ 1~ 2l 7 36 9 7~ lb0 75~ ' 20 7B 1137 lOB -~ Addad voi, n o 0 0 0 o a a o o i~ o PeeserHyVOI~ D 0 0 0 0 0 0 O 0 G 0 0 Snitial Ntt~ 1~ 74 7 76 9, Z1 150 767 70 2B 3154 10! vaex Adj~ 1.00 ].00 1.00 1.00 1.00 1.D0 3.C0 1.00 1.00 1.00 3.00 1.D0 PNF Adi~ 0.9] O.B2 0.91 0.8] 0.97 0.91 0.92 0.52 0.97 0.91 0~97 0.9~ pl~ Volu~~ 15 26 1 ]9 30 36. 163 B2! 37 30 1251 117 Aadve[ Vols D 0 D 0 0 i7 0 0 9 0 0 10 kadtlCm6 Vol~ 35 ~6 Q 39 10 9 163 11! 1~ 30 1154 10? P~ My~ 1.~0 1.00 1.04 1.00 1.00 1.00 ].00 1-00 1.00 1.00 1.OO 1.00 Y6~P' Adj~ 1.00 1.00 1.OD 1.OP 1.00 1.00 1-00 1.00 1.00 1.C0 1.00 1.00 Finel~vol.. 15 16 0 39 10 9 163 B7B 13 ]0 175a 107 ------------I...--•---------If---------------II---------------II------------•--I 3aturdtion Plow Hodule~ 4at/Lanai 5906 1900 1900 1900 1900 1800 1900 1400 1900 1900 190D 1900 P~jllattlenta~ 0.95 0.94 0.93 0-95 0.95 0•91 0.91 L.00 0.9~ 0.91 0.9! 0.95 IdA6l~ 9.37 O.d3 1.00 0.l0 0.20 1.00 1.00 3.00 1.00 1.00 7.75 0.73 Pinal SaL.t 667 2137 1750 1440 360 1750 1750 5700 1780 1750 5158 ~4] • """"""I"""""""-~~---------------~~'----'-'------^~~---'--------'--~ Cnpaciey Anelysis Module: tbl/SaG~ O.D7 O.fl1 D.00 0.07 D.0] 0.01 O.OL O.1S D.O1 O.D] Q.71 D.34 ~it MoVeD: s•R• • fis+em TS~: iG.O I0.0 10.0 50.0 IO.Q 10.0 7ay4 6i.2 61.2 16.8 53-6 6J.6 ualuar/Cap. 0.48 0.25 0.00 030 0.30 0-.06 O.IZ 0.~6 0.01 0.09 0.~9 0.~9 Dnlay/Vehs 50.2 50.7 <5.5 51~7 51.3 4f.1 40.1 12,! 10.9 ]2.3 13.3 13.3 Oeer D~Iltdj~ 1.OD 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3•00 1.00 i.OQ Idjpe2/Veh. 50.2 50.1 55.5 51.3 51.3 f6.~ 40.1 1~.9 10.9 37-~ 19.3 1~.3 ' LQ9 by Nbvla A D ~ D- D- 0 0 8' S+ C- B HQA2kAVgQ: 2 3 0 2 2 0 5 5 0 1 9 7 Nota: Quaua reported Ss the mv~ar ot cers per la¢te- TraLfix 7.a.a715 Ic) 2006 Dovliog Aesoc• LScansM co CTT7c OF CUPBRTISO Eziicing r ATf i Projeet ANThu Oct il, 1DD7 14r70~17 Pigt 17-1 ^-----_' --"-'-" ---"-'-""'-"' .. ~ _""'-"_"""""""""_"""""' cupartino zxA 2ncer~eecSon ealevlacione Lavtl os aexv3CY CO~ucatiOR Report ~OOO HC*t Operneions rte~twd (PUCUre vol~a~e 7~lternative3 a~ar~a~r-~~rs~~~~r~~t~~a~ta•a~~i~a~~*~a~~~~r~~~~a~~~~f~~s~~a~a Hsar+xl~~++w~~rer IM1[erne[ian ie SC~lllnq 6 meenllif . •rr~~H•+F.r.e•r••aara~~.r.•.s.aar.~a~r~w~~~a~r~~~~~.••.••~••..~•.•.a~aarr~ Lyel~+(he)~ 90 ~icital Vol./Cdp.{x}~ C.6]1 Goee 71m~ (uc{~ 17 (YaIW.O BsC) Av~rag~ Dalay (sec(vW)a 13.1 Optitaal tyc1a~ ~9 Lavel O! lervice: B •~•ar~~a~~~~~~~-i~~~~~••r•«•r~ar~~~~~~a~aarr•H~a~~~~ir~~a~~~~r~~~~r~a~~~:as+~r! AppIO1Ch1 D1Otf}l 8O1R1[~ 1O11C17 HOIIIId Pi3EC YOtC1(1 1JOtlG aOIEIQ MoV1tA~atCi L- i - 8 L - T- R L- T- R L- T- B Crntrola Plmdttad Derndtted AsYmLCtld ~ Farni[ted Rtgbcs: mclu6~ Iaclude IncluCe Inclvd~ Ni1~. OTtui~ 7 10 10 7 10 10 '! 10 IG 7 10 10 Lano r 0 0 1 t 0 0 0 D 11 0 0 0 0 11 0 0 0 0 11 0 0 volwia Hodul~ i Hnoa Vol. • 1~ 47~ 24 9 60s UtOWth AQ]a 1.00 1_00 1.00 1.00 1.00 Iniclal Bs~~ 1~ E71 24 9 6Q5 Added Vel: D ~ 0 0 6 na~aerByVbl~ 0 0 0 0 0 IniGial Put~ 14 676 24 f' 617 Vsar ]1dj. 1.C0 1.0o i.oa S.oa l.oo DHP Adjs 0,91 0.91 0.92 0.92 0.92 F~ Voltmr~ 15 73S 76 30 666 Aeduet vol~ 0 0 1 0 0 QWuCed Wl~ ]3 'J35 ~S 10 66S nc~ raj: i.oo i.oo i.ao i.ao i.oo :a.r aaj~ i.oo i.oo i.oo 1.0o i.oo Pia~l vol., 1S 733 75 30 666 -"""""" ~ """""""' ~ ~ ^"" "'- 8atvration P2ow TKdula. 4aC/Lan~. 1900 7.90Q 1900 3900 1960 AAjnstmeot+ 0.91 0.42 0.92 0.47 0.91 LsntS+ 0.01 0-9~ 0.03 D.O1 0.81 Fia~l 8at.r 7~ SSL9 47 2~ 1f0] 50 1DD 10 74 3{ 13 37 1.00 1.00 1.00 1.00 1.00 1.60 1.00 SO 309 30 ]7 34 15 3I O 0 0 0 0 0 0 0 0 0 0 C 0 O SO 109 70 37 3i 1S 31 1,00 1.00 3.D0 1.00 1.OD 1.00 1.00 ~0.91 0.92 0_97 0.9] 0.92 D-92 O.D] 5~! 11B T1 38 37 16 35 3 0 0 B G 0 36 S] 11/ 11 77 3T lf 0 1.00 1.00 1.90 1.00 1.00 1.00 1.00 i,oo i.oo i.aa i.oo ,i.ao i.on i.oo 61 i1B 72 77 37 16 ) "" ~ ~ "-"'--° -'-"~ ~ -~---"-"-"" 1900 1Y00 1)00 1l00 1l00 1900 19Q0 0.97 U-9Z 0,93 0.92 0.92 0.97 0~91 O.Q7 0.71 0.13 0.16 0.60 0.3i D.1~ 12~ 1547 72B 3i1 L042 t60 a~~ ____________ ________~•'_~_~~___________.•'_~~_____._____ "'_~~'__...-_______-~ Capaaicy y~is Modu2m~ voi/8ae~ o.~~ o.at a.a~ a.~1 o.e~ o.~a o.lo 0.10 o_io e.w 6.Ot o.0~ ~."it Mpvetle ~*~• rrs• @em 71eM~ 64.7 6~.2 6~.7 6~.1 i4.7 i~.2 3].~ 17.t U.^ 33.8 17./ 13.! SWitaa/C3p, 0.[3 O.i2 0.67 0.59 C.Si A~6A 0.62 0.6] D.67 0.33 0.73 0.73 f781e~yNeh~ 9.0 9.0 9.0 8.7 B.3 8.3 ~6.0 ~6.0 46.0 35.4 35.~ 76.i Ua~c Dl11fGj~ 1.00 1.D6 1.00 i.00 1.00 1.D0 1.00 3.00 1.00 1.p0 1.00 1.00 11djDa1/V~hr 9.0 9.0 9.0 B.3 B.3 Y.3 46.0 ~8.0 ~B.O JD.4 35.~ 35.~ IA9 Dy !b4l~ 11 A A A A ' A n D D D+ 1S+ D~ i[a147rAAvgQ~ 11 12 1] 11 11 11 6 6 6 i 7 7 t~lr~i1M-ti~~~~~Nr~~~1~~~f~~if~1~ilRHir~~11~~~~~~~~4~La~Y~~~~Yi~7~Lii~f~iNA1~~ a~ote. Qu~u~ npoxted ia tha nwmax o! eari Der lsaa. 27atfix 7.8.071i ~c- 2aoi norliag Asax. Licaoaed ko CiTY OP CUpB~nvp 01 01 W DciYCfng + RTI • Project AMThv OeC ]1, 2007 1~.20,27 P~ga la-1 """ "-""'-" "---'-----------------'-°-'-'-----.-'•" """" """"" C13pesGino TIA Ia[essectSon Calculacloaa I.evel D£ Secviee CdtpuCSCioo Nepon Z000 HCM Operaciona Mecl~od (PUCUre Valuca Alcernacive) •~~1~~~t1~~lf~l~f~f~FitNi1~~~~t~f~i~i~1f{4~i~1~~1t~r~~~~~~~e~f~1f~~~\iirii~~f~~~ Trtcersection RD Scailing i HcClellan ~ ~~i~a~~1~~~1~1~~Irlri~~~~~afi}f~~~f~f~~fa~~~ir~~~~1~~fiiRi`tfifil~~lY~1iVt~Rf~'W~~i~• Lyels (sac). 1]D CrilSeal Vol,/Cap.{X)~ 0.706 Loas Time (secl+ 12 (Y+R~4~0 sac) Averaga Delay faee/veh~r t4,6 Opcirtal Cyele= 63 ~ Level 0L Sarvica~ n ~iM~fa~fe1~1i11ifr~fNA~~t~f~~i~~~iei~lrrH~~fe~w.l~fr~~~a~4lr~rHl~Ri~~~~~Y~l~~~a Hppmach+ Norch Bound 6oath saaM Eaet Baund weet fow~d MOVOI~W1Ca L- T- R L-'[ - R L-? - ll G - 7- R """"""' I""""'. «... ~' ""__""^"" ~ ~"""""_""` I'"""""""' I Canczal~ piGt~cc~d P=eeected Pratected ?lbGCted Righta, lbclutle Saclude 2nelvde Inalude Min. Oraen~ 7 SO 1D ~ SO SO 7 10 30 7 10 10 Lan~~, 1 0 1 1 0, 1 0 1 1 0 1. 0 0. 1 0 1 0 1 0 1 "-"'-""' (""""",...'' ~"""""""' I ~"""""""' ~ ~""'^^--".~__ ~ volwoe HodLL1„ Baia Vol, 113 6B8 75 113 09 69 29~ 751 I1 56 795 159 arowth luSj, ~.oo S.aa i.oo Z.ou l.oo l.oo i.oa 1.0o i.oa L.oo l.oe 1_00 Inisial a~a, 217 6t! 75 111 !9 69 342 a51 4i 46 79S 159 ACAed VOl ~ D 3 0 0 ] 0 0 0 0 O 0 0 raeserByvol~ o o n o a o 0 0 0 0 0 0 Liiciai Futic ]13 691 75 113 91 69 292 251 {1 56 295 159 vaer n6f, 1.oC 1.OO i.o0 i.oo s.oa l.oo i.oo i.aa 1.0o i.oo i.oo i.oo IIfiR Adjs 0,97 0.97 0.9] D.93 0.91 0.94 0.99 0.97 O.i3 0.92 0.91 0.97 PfiF Volwee~ 2D2 751 92 123 9D 75 317 27] 45 6I 371 17] ReQuCt VO1. O 0 36 0 0 a3 0 0 11 0 0 14a Reduoed Yol~ 7i2 753 aL 1]3 99 S= 317 s73 34 61 ]]1 29 ecs „ai. i.oo i.oo i.oo i.oo i.oa i.oo i.aa i.oo s..oo i.oo i.oa i.oo ra.a ndi~ i_oo i.oo i.oo i.oo i.oo i.ao i.oo i.oo a.oo i,oo i_oo i.ao Pia~l Voi.~ ]3] 93i ~6 121 09 5i ]17 213 34 61 321 2! ~-'--"""' ~"""""""' ~ ~"""' •"""" ~ ~"'""""""` ~ ~"'...""'--'- ~ Setureclon Flw Moduln Sat/Lans. 19~0 1900 1900 1900 19G0 1900 1900 1900 3900 1900 19~0 1lOD AdjUdtmmt. 0.93 0.4H 0.95 0.9] 0.99 D.95 D.92 0.93 0.l5 a.f3 1.00 0.97 L~se~. 1.00 1.6d 0.12 1.00 1.39 0.~1 ~..DO O.B9 0.11 1.00 1.00 1.00 FiYl~l Ba[.~ 27b0 3468 711 1760 7474 1771 1750 1G03 197 27b0 1900 1750 "-.."""" ~""""'-'---' ~ ~-'----'-"""' { ~ """---"""~ ~ """""""' { CapaMty Aoalyel~ ufodul~: voi/sa~~ a.ia a.as o a¢ O.tl7 0.04 n,oi o.ie o.i~ o.i~ o.oa o.i~ a.o~ CCiL lUVOlr u~~ a~ra r~~• a~~• ~~a TiNS: 29.6 76_6 36.6 31.9 1Y.7 1i.7 30.Y ~~.3 44.3 18.2 a6.7 18.7 Vo1Vm!/Gp~ 0.5] 0.71 0.11 0.71 0.26 0.76 0.71 O.t6 0.~6 0.2T 0.71 a.D7 aelay/veh~ +13.7 ~0,7 40.7 73.a t5.6 ~5.6 <9.5 31.1 3~.1 $0.5 50.7 75.7 U86r DOlAd~~ 1.00 1.00 1.00 S.Oa 1.ao 1.00 1.06 1.00 1.G0 1.00 2~00 1.00 AdfDel/Vehi {~.7 ~0.7 {0.9 73.8 45.6 45.6 49.5 31.1 31~1 50.5 50,7 35.7 IA8 by HdVPr D D" p S D D b C C D p D+ AC+42k]~VgO~ ! 14 1~ 6 ] 3 13 9 9 Z 1,3 1 ~i~i~r1*ii1~~1lUir~A1~R~~~~M~1a1aF~~~ai~~~~~~{1~~MIif1~1t1Y~~~~/1r+~~R~~i1~~~/• Nota~ qaene reporC~d S• the nw~ber of caxp per laoe. • Traiiix 7.9.0715 (c7 ~006 Dawlicg Assx. Llcerurod to CITY oP cvemr3No 6-169 ~ t ; ~ ° o00 ~ ,o ~ . ;e .. . , ~ ~ ° ,.. N ~ ~ ' g ~ ~ ~ ~i~ ~ ; N N ~ Oqi i 1 F N ~ ~ 1 I 1 y ~ eq 4 ~ M i I I I . i 1 (y N~ 1 O O I Y n o ` N N 1 O ~ O q 1 T 1 M C f • ~ ! ~ 4w 1 H i i 00 ao i . i 1 i 4 v . . n ; ~ i ~ ~ O 1 No ; 1 ~ ' i ~ ~ ~ 1 ~ ~ 1 00 • o o . I ~ i ~ i~. . V ~ ri~~ w J qti ' e° i o~ i A a 6 ~ i i p i f yl ~ . M I ~ • h ~ 1 ~ 1 i . ~ ~ Y 1 U ~ N 1 • N~~~M ~ 4 N I (~ Y 7 ~ M ~ . ~ F O n. Y I ~ ~ r ~ ~ ~ : ~ o o .+ . i i ++ u r . y i ao • . ai i O ~ . 1 .f .d o Y ~ 1 • M G 1 1 ~ 1 i ~ . 1 . ' . . ~ 1 tl , p 1 " q ' 1 r G 1 O N 1 • 1 Q N . 1 1 ~ ~ ~ ~ ~ • y~ m . i r .y .y i ~ ~y i ~ tlry {~ M ~ {~ 1 {~ '1 ; N 1 ' tl m~ ~ i i • ~ i 9 ' . ~ ~ ~ y"~ d m 1 Y Y n ~ a a ~~ e ~ ~ ~ ~` : w ~n ~ ~ wo .~ ~ ~ ~ ~ ~ ~ P. Y Y Y S~;a~o ^o^o~ g • °n ~ ~ o.~ ~`aa~. u r i i~ a i• a tri, ~ {Y 1 M(.~ 1[-yt H N V wi i~4 444~~. "~y ~ m ~ • . • + a ~ . ~ i i c ~ qM.Uyy uuy ,i~.u?y ~ i, N N M I~i i r~.~~i M q^ t3 ~~a~3l~~Effi3 vi, ~ i M1 ~ 1 • 1 ; M I O ~ q i ~ y y ~ I ~ q ~ ~ • ~ : Y Ni ° S' ~ J~~~" '~ a ~ e ~ ~' a a.°d .oi'' r : . ~ ~~~~'~~~~~ ~ ~ ON 1~1 V 'd ~ 0 v ~ ~ H ~ n L N .d n r .~ ~ 6-170 Ac1fCSrtg + ATS + Pio)ect PM17i~ Sep 27. 2007 35~~~t78 • Ptg~ J-1 ExlBiing + RTI + PYb~ect ?MThu Stp 27, 10D7 15:44:28 '--"""--""'--------`--'-"'-----------------°" • ""'- -"-- °---- Pa e ' 9" 4-1 '..... '-"""' -"-"'--------"'--""_""""'-'-" """"-"-"""--""""'-... TrSp DiacrlWtion ReyOrt• .....,-""-' -'---."_'_'-' -° °- °' ....' --'-'---"" 'fnrniag Movpu~nt Report "'-'- ----- -'--° -"'- -"•" • Pro~ett FM . ?ercen[ O~ 1Y1ps Dnily ' • Volume Norti~bound 8auihbo~md Raatbound we stboond Total ' 'lype IrBfC Thxu Right ~LlEC Thtv RiqhG 7.eft YhY'u R1ght Lelt Th[t] Aight VolUai! ~~~s 6 5 3 S ~ 1 113 St4venD CStlk k Subb Rd ' ^ "' ' " . ." " "' ' "" LOM " BLBR 87 19 ~77 64 39 14 21 i88 139 509 ~77 84 3tlB2 1 4C-0 30.0 3-0 7-0 3.0 15.0 ' , - Addad 0 O 0 0 •0 0 TOtai 9] 19 477 6~ 19 14 0 2 2~ B70 a 139 0 309 10 762 D 94' 3= 3095 . . . ~2 Stevens Craek r. Mary Ave HdSG 195 33 4B 152 3! L1~ 368 1716 lf86 305 1168 323 4896 AddM 0 0 0 ~ 51 0 76 37~ 0 0 0 6 6 176 • xotal 245 Z] aB 203 3! 1L0 405 i716 59e 305 1174 3~9 5077 ~ ' ~ Rl'stevena Creek i sa e5 Ramps ~ 8!!s 0 0 0 3205 6 751 0 1036 173 ~ 44a 739 0 4351 ' . AddeB 0 0 0 YO 0 0 0 3 0 61 SO Q 93 ' ' Total 0 0 0 1225 6 751 D 1~3H 1/3 505 749 0 4a47 A~ 6tevens Creek i r~s 85 Rartq~s ' ' ' 8ase 51 783 0 258 1 5J0 492 1909 0 0 934 949 5409 Added 0 0 15 P 0 0 0 22 0 0 91 81 1B9 •~ Total Sl se3 15 ~SB 1 530 a91 1933 a 0 100E 1070 5598 Fg SC~vaas Creek E Stelling Rd ' ~ ' 9ace 731 ]96 41S 3!3 547 273 2fiB 923 218 678 1Z82 252 5965 • AddGd 1 0 0 0 0 3 1~ 30 6 0 7' D 61 1bta1 3]3 996 411 383 Sa7 776 772 953 77.0 678 1389 Z52 6076 ~6 8teveAS Creek !~ SAICFt ~ ~ ~ ' -ese 0 0 0 36 0 187 337 3993 0 0 1415 60 ~OBB • ' Added 0 0 0 0 0 D 0 30 D 0 1 6 3'! Rotal G' 0 0 4i 0 lY7 737 2023 0 0 3<7Z 6D 4125 ~ p7 Scevana creek ~ Hrax~ey ~ ~ Dase 70 '16 f0 ]89 16 112 t~3 1589 53 105 3507 107 4338 added 0 0 0 0 0 4 a 3C 0 0 7 0 J9 Tatai 70 16 a0 199 lfi 113 4~3 1630 5] SOS 1514 107 4379 118 StellSng o GraenlaaE Bese 16 e57 12 21 96B 3S~ 5S 11 75 2~ 71 4a ifl69 Addad D 14 0 0 3 0 9 D 0 0 O 0 17 , 1bt81 18 6~1 11 21 971 35 SS li 75 I4 21 34 3896 i19 Stellizig i~ MaClellaa Hase 12B 364 7l 3l0 626 183 17C 418 199 133 380 15~ 3096 ' • • ' Added D 1 0 0 6 0 ' 0 0 0 D 0 0 7 Total 2~6 370 ~3 330 632 18~ 37~ ~19 179 133 9B0 38~ ~lOl • ~k10 ~ ' Ddee 0 0 0 D 0 0 0 0 0 0 " 0 0 0 ~ • J1GCed 0 0 0 0 0 76 ' 0 3~ O 0 76 6 194 . ' ?otal 0 0 0 0 0 76 0 37 0 . 0 78 6 19f ir~tfix 7.8.071II ~a) ~00! Bowllog ~usx. LScrossd to CiTY OF Ct1P16kt'at0 'i'raElSx 7.A•0715 (c) 7006 Dor+ling 7~eax. iScensed ' . te Cri'Y aF • CUPSATSNO r ~ v Fxirtinp + ATI + Pro)eet PMThu Sep 97, 1007 18<<4.2Y ~ Fege 1-2 -__'_'_'______________~^_.~_-_-_~-'-_--___-_••__'._~____•---'_~._'_-___,•--'--__ '---^'-' -~----'---' --"---'--"""""""""""-""-"""""__.. _...."" volume Northbound 3outh6oimd Yastbound westbound 7ota1 lype LGlt 7'hru Right Left•T'hru RighC Lelc lhru leight LeZt Tluu Right Volume Exiseirn~ a ATI t rrojact PMThu Sep 2?, 200T 25~~~i29 Pag~ 5•1 ImpaCt Analysi3 RepoYt L!V!1 Of S82ViCG IIItlS6lCC10R • B3S! FIICIIi'! C}17lIg! . bel/ V/ Del/ V/ Sa I.OS VM C IAS Yeh C A i Steveas Creak i BubO Rd C 79.4 O.6S~ C ~7.3 C.65a -0.0~0 D/V ~I 2 Steven8 CYRlk & Maiy Ave C-. }~.~ 0.716 D• 37.1 0.751 a J,7pB D/V f 3 S~awnr Creek n 88 83 Rae~a C- 3~-9 O.B30 0+ 7i.3 4.07~ ~ 1.390 DN ~ 4 SCtrVM! CYlOk R N8 95 RiRg75 D+ 37-4 0.796 Dt 38.1 O.fl09 t 0.949 D/V i 9 3crrem Creek E scellin9 ~ E+ 56.4 o.s03 E~ a~.3 0.910 + 0.9D0 A/v - 6 8tevens Mlek G SpIC3i B 14.9 Q.5H 8 14.8 0.5{5 -0.064 D/V ~1 7 Scavens Cr~ek c Sraadley C- 33.1 O.Bi7 C- 33.0 0.964 -0.054 D/V Ii 9$telliag i Creenleaf H 1~.7 0.105 D 1~.8 O.iOi • O.iZB B/V A 9 Stelllny & MtCllllan D {5.6 O.B1Y A 45.7 O.B18 • 0.0'74 D/V TraSLix 7.t.0735~1c? 700E Dowl~,ng AysaC- i.iceqyed ta CYTY OF CUPBATIlFO Traffix 7.9.0415 (c) 2006 Dowling Assoe. Licensed to CTTY OF COPBRTINO O1 v N 6xiet~ag ~ ATI + Pmj~eC PMPhu Sep s7, 2009 15~~4~29 Page 6-1 ' Lwal O! Serviae Cartpucaeion Report. a000 NQ4 Operacions Me[hod (FUture Volurtr Alt~rnative) •s~~~~~~•~~at~~~~~~~rr~.~~~~~•r•s•~r•~•~a•aaa~a~srr~aa~a~~~~~•~~•~~~~~a~~~a~s~. Interaection A] Stevens Cr~ek 4 BubA Ad • ••~rrr~~sa~~a~~•~~~~~~~~~~~~••~~~..~~r~~~~.~~r~~a~~~~+.•~~a•aa~~•••.a•~~~~ Cycle laee)~ ~30 critical vol./Cap.(7q = 0.6D~ Losa Tiaa {eeala 1~ tx+Ri~.O see) Average Delay fsec/vehl~ 1'1.3 OpC1md1 CyCl~~ S!i Level 03 SrrvlCee C ~~~y~e~~~~~~~~1~f~1~~~l~~i~~~f~i~~}~~l1~~~~~f~t~1R1~~~~~1~~~i~~1~~~~~~f~t~~r11r~• Approaeh.. Norah soucid 8ouch Aound &ase aoimd Hese Aou:+d Novemeata L- T- R T, - i- R L - T • A L- T- H -----•-----I------°-------II---------------Il--------- °----II-..----•-------! [onti0l~ Spllt Pdafe eplit Phias Pxotected ProLiCLed tu9hes, Ovl ia~lvde Include • include HLn. Gsaln~ 7 SO 10 7 LO 10 7 ~0 10 7 10 10 Lanaer o I o 0 2 2 O L G 1 1 G 2 0•1 2 0 1 1 0 ------------I-• .............II----....---....{I•-----=--------I1---------------I vblwrc Modul~~ 8las VO1~ 93 19 477 64 li 16 24 i69 139 Sa9 771 BO fTleaxth Adj+ 1.00 3.00 i.OQ 1.00 1.00 1.00 3.00 1.00 1.60 1.00 1.06 1.00 Initltl 86~s 93 19 ~77 64 19 14 2~ BW 138 509 792 B1 Rdded Vala 0 0 0 0 Q 0 0 2 0 0 10 0 pasderHyVOle 0 0 0 0 0 G 0 0 0 0~ 0 0 lnitial FuC~ 43 19 4T7 6{ 19 1~ 34 810 ~39 509 98~ 84 UfeY Ad~e 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.a0 1.00 '1.00 1.00 1.00 p{iF Adj~ 0.9I 0.97 6.97 0.9~ 0.93 0.9~ 0.91 0.9~ 0.91 0.97 0.92 0.97 NV Valtanaa I01 71 S1H 70 21 3S ~6 9~E 161 3S3 B50 93 Reduct Vol~ O 0 317 0 0 13• 0 0 99 . 0 0 B RlAueld VO1~ 301 21 301 7R 21 2 76 !16 52 BS3 B50 63 pC8 hdia 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.C0 1.00 3.00 1.00 1.00 -aa nei= s.oo i.oo i.oa i.oo i.oa i.oo i.oo i_oo i.oo s.oo s.oa i.oa FSDal Vpl.i 301 31 ]OI 70 71 2 II6 9~6 52 553 i50 87 ""'-'--'--~'.~~...-"'----~~--°------""'~~•"" " "" "" ~~-'-'^'--------'~ eaturaeim Flaw rtodu2e. Sat/Leae~ 1900 19D0 1900 i900 1900 19C0 1900 19a0 39Q0 1900 1900 1900 7ldjuetm~nt. 0.9E 0.98 0.~3 4.97 1.00 0.91 o.oa i.oa 0.92 O.i3 0.9Y 0.95 I,en~er 0.l3 0.17 ].00 1.00 ~.09 1.00 1.00 3:00 1.00 2.00 1.82 0.11 F1w1 9at.a 1{95 30A 318U 1740 ~900 1757 1750 3800 1780 315C 3369 330 ------------I---------------ll--------•--•---(1...___---------I1---------------I Capacity 1lnalysia Nodu]m. . Vol/9ats 0.07 0.0~ 0.10 0.09 0.01 0.00 0.02 0.25 0.03 0.18 4.14 0.]5 CYit Move9~ ws• • ~~• ••~i ~~~a GYeen Tim~ 11.1 12.1 ~3.9 10.0 10.0 10-0 13.3 11.5 A1.5 31.1 B0.6 60.6 tblimf~/Cip~ 0.62 0.62 O.]4 0.4~ 0.1] 0.01 0-11 6.52 O.C9 0.62 0.~5 0.{6 9nilorm Del: 1E.? 46.7 13.1 47.3 46.0 15.9 ~1.~ 16.0 10.1 34.2 11.8 14.8 zncze~t~ls 13.5 33.5• 0.5 B.S 1.4 0.7 0.9 1.9 0.2 3.1 D.9 0.7 inscpueuael, o.n o.o o.a o.o o.a o_a o.o o.o o.o a.o o.a a.a -eley Ad7~ 1.00 1.00 1.60 1.00 1.09 1.00 1.00 1.00 1.60 1.60 1.00 1-00 D~lay/9l4~ 60.2 60.7 Y2.7 SS.B 17.~ 45.7 42_3 27.8' 20.3 31.4 15.5 13.6 vss= nelAai~ s.oo i.oo ~..oo x.uo i.oo i.oo i.oo x.oo i.ao ~i.oo i.oo x.oa Ad~Del/Vlhe 60.4 60.2 22.7 SS.Y s7.~ ab.7 aZ.3 47.8 2U.3 37.Z 18.6 15.6 I~03 by Move~ B A C+ . E+ D D D C C~ Q+ B RQ17kAVgQo S 5 a 3 3 o i U 2 l0 10 i0 ••~•r.~.~•~•.•~~..~~~r•r•~~e~~~~~ra~~~.s~p.ra..a~.r~aa~.r~~.ra~~~~rr~w~~..e•••• Notae qww rsported is the ataa6er oi eazs per le~a. Tra211X 7.;.0715 (C) 3006 Dowllqg ABSx- 7Se0nsGd Co CZiY OF CVYSRTINO O~ v W £xiaGiag ~ 11TI + 4roSeet PNfhu Sep 27, 1007 15,41~79 Page 7-1 Level OL 9exnce Compucacion neport 2000 AC7A Operatlon3 M@LhOd (PULUn Volurte A1CsmdLiYt) •.~.t~~«.s.re.w~,~.t~.si.....r.•....•r•..••es.....rr.~•.~.a...asa~...~sa,•.•..aa Intars~etian i2_Stevena CYeek G Mary Ave ..aw•.~a.....r..,.~..~......«.«ra......•~.~...a•.aa.aair..•~..r...a.w.~•r~.wa* ~ycle Isec1~ 10a Cruacal Voi./tap.lx)~ 0.75a T.osa nme Is~c)~ 12 ~Y+a.a.o sec) avenge nelay laec/vehl~ 3v.i Optlehtl Cycle~ fi7 ' Llvel OL 8esviCe+ D+ •~~ ~~~Ils~#H~~~~~~~e~a~~~~~~~s~[ArNM/~~wr~w~t~AA7He~~~ia~~~r~~~rti~~~rHif~i• Approseh. xorth so~md south 9auid 6ast Hound wesc Bovad NbVetOGIIt. L - T- R L - Y - R L - T - R L - T - R ----------° I-•-------------fl---------------II----°-------~-If---------------f ConCml~ Froteeled PsotaCted pxntected BrotecCed Aightae Include InclNde Laelude inelwle Hfa. Cr~~ae 7 LO 10 7 10 10 7 10 10 7 10 10 Laness 1 0 0 1 a 1 0 1 0 1 1 0 3 0 L 1 0 3 0 1 ---_-_______~___'__'_•_'-__`~~_•'_•_-----'-'-~~----°-'----"_~~_______________~ volume nodule= Base Vol: 1~5 13 ~B 152 38 124 76H 1716 SB6 305 1168 113 Orowth JYdis 1.00 1.00 3-00 1.00 1.00 1.00 1.00 1.D0 1.00 1.OC 1.00 3.00 laitial 8se~ 745 2.i ~! ib] 3Y 114 368 3716 566 305 116! 113 71dd~d Vols 0 0 0 Sl 0 76 37 0 0 0 6 6 PasseY8yvo1= 0 0 0 0 0 0 0 D O 0 0 0 Ini[!al FVts 244 27 ai 207 3B 30D ~OS 1~7I8 886 3D5 117~~ is9 Vear Adj~ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.09 1.00 PAF Mj: 0.97 0.97 0.82 0-9] 0-97 0.92 0.97 0.92 0.92 0.97 0.94 D.YZ PFIP' VO1Wm: 26E 25 52 221 ~1 217 ~~0 1865 637 332 1276 2~0 Aeduct Yole 0 Q 43 0 0 108 O 0 13B 0 0 BB ReduCed Val~ 26E ]5 9 2Z1 ~1 109 Na 1Y63 499 332 1176 37 PCS Adji 1.00 1.00 1.00 1.00 1.U0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fa.F Adi~ 1.00 1.00 1.00 1.00 1.00 1.00 1.C0 1.00 }.00 1.00 1.00 1.00 Fiifal vol.. s66 25 9 221 4I 309 4~0 1865 a79 332 1176 S2 ----""""~"""""""' ~ I"""""----' ~ ~------'-------' ~ ~""-•""""' ! Satuxation Flov Modalee ear/tmna: 1900 1900 19C0 1lDO 29D9 1l00 1900 1900 1900 1900 3900 1900 Adfuscman[s O.B3 0.95 G.4S 0.97 1.00 0.9R 0.97 1.OD a.92 0.93 1.00 0.92 LeDlet 2.00 0.73 O.Z7 1.D0 1.OQ 1.00 3.00 3.00 1.OG 1.00 ].00 1.00 Binal Sat.~ 7150 1317 463 1950 ]900 1~50 3750 5~00 19$0 1750 5700 1760 ------------I---------------11---------------il-----.....-----II----------°-° I Cnpacity Aa~lysia nodule: VO1/58te 0-0! 0-07 0-02 0.13 0.02 0.06 0.45 0.33 0.29 0.]9 0.12 ~.03 CifG IbYlis f~~• ~~r• •~~• •..~ 6reea Tlme., 11.6 10.0 19.0 15.3 13.7 13.7 33.2 39.7 39.7 23.0 29.5 19.5 volime/Cap, 0.73 0.19 0.19 O.B2 0.16 0_46 0.76 O.i1 O.e- 0.87 4.76 0.30 Vnifozm bel: 42.7 41.3 41.7 41.0 38.1 39.7 29.8 27.0 Z~.O 36.6 73.0 75.6 InesamtDel+ 17.1 2.3 2.] 24.1 1.3 6.3 9.0 ].6 5.5 17.2 3.] '0.4 zrtcwwnei: o.o o.o o.a o.o o.o o.a o.o o.o o.o o.o o.o o.o neiay Aaj. i.oa i.ao s.oo i.oo i.oa i.oo i.bo i.oa t.oo i.oo i.oo i.oo Delay/Veh~ S4.B ~3.8 53.6 65.2 39.4 45.8 38.8 30.6 30.5 53.6 35.3 16.D vsar au~a~= i.oo i.oo x.oo a.oo i.oo i.oo i.oo i.oo i.oo i.aa i.oo i.ao 1WiDe1./vshx 5~.1 ~).6 47.6 65.~ 39.a ~5.9 38.e 30.6 30.5 53.6 35.3 26.0 LOb by Movee D- D D B D D D+ C C D• Dt HQrdkltivgQ~ 6 1 1 10 1 ~ 3S 19 1~ L3 13 1 ~e~f~liilif~~i~IFli~f~laHef~~~~~1r~aMi~il~i~}#r~L~fJS1~t~~I~~1~~11~i~i~fi~~~~Y~~• Notes queue reported is cha nu~er ot cwrs per lene. TriffiX 7.8.G715 (C) 20D6 DO~t11Yg l18fOC. L1Cl~16lG t0 CITY OF CVPSRTINO Dciseing + 1-TI a Project PMfhu Sep """""-' - . " "" ~7, 2007 19r~a.a9 ""---" '- - - " """ ""- Page "--'- P-3 --'--- Sxistlnp + ATI •~Ymjeet PMThu Sap _-'~____'__~'________________°^-- 27, ---- 3ao7 15,44:29 5_"--_._______.___ ~_.__ __'-` Page ~--°- 9.1 --_-__ ---""-------"" """"'--- Iwwl Of --'--^---'-"'-,,.""...- Servlce Oo~tation Report """ ""- "-"- ---'-' ~ '-"-"""" """" """-"""-"""-.."""""'-"- Lekek o! Serviee cvnpvtation Reporc -'-" ----- --"- "--"' 700o xdf Operationa Method t~ture volume Alternacive) 1~wMUi~~~~~~i~~1~~~1~~~~~r~~~ai~~~1~~~i~~~~~t~~~if~+~~~1~4~/H1~~~~~~~~~fi~il~ii ~a~~~f1t~~~ ~aoo xGM Operaefona Mathod ~~~~~~ff~~IrRIS~~~NS~~~~~w~~ (PUCUre Volvme alternativel ~f~~~~~~/i~~~i~iii~r e~~4~Y~i ~ii~~~ ~~ i TnEereeceion 43 Stevena ereek s Se !s Rau~s IntersecCion ~14 Seevena creek a 1~ es Ramps e ~~f ~r~~.~~~~~~~~fa••r w•••.~•~~~~~~~~~~e~~.~.u•.•~a~~.~~~~~~ ~~a~e~~~aaa.~•r«a~.~• ~s~r~~s~~~~~ s~~~a•a•.se~••r•ar~r~•s••~~ ~~a~M~.~i~~~~~~~~aar.•~; es•e~ ~H~~•w.«~ Lycle (sx)i 110 Ccl[ieal vo]./Cap. lElo 0.874 . Cycle Isecls 11o Critical vol./CaD•SX): 0.808 Lo~s 71uw (sec)~ 17 (Y+R~4.0 aec) Average pelay tsec /veh-~ ~6.3 Loss Tiwie (a ecT: 12 (Y+R-9.0 aec} Avezage Delsy (aec/vahl e 3a.~ Optimal Cycle~ 107 Leval OL Servicer D~ Optimal Cycl co 64 Level Ot Servicnr D~~ ' ~~~f~1r~~~~~M~v~~ ~~~~~t~~MM~~~i~i~i~~1~~~~~~Y~~fV~i~l~f~ w~~~~1f~H1~r1~~Rr~~~i ~ N •~i~ ~~~~~~~~~R~~k1t~~~ai~~~~~R~ ~~~{~If~awl~~if~~f)~a~~~ fil~l ~r~A1i~~~i~fi App:oach. North Bautd South bocmd East Dowtd HeeC Ho~md Ayproachs lbrGh Bound 6ouGh Ho~md Sast Bound Heet Dotmd Mwemrnt. L- ------...---1----- T- It ---------- I I L ---- - T - R ----------- L- T • ------ -- R I L- T - R NOvemea[: L- T- R r, - T - A L- T- R L - T - R Ctmtml, i+sotected i i Pzotxt~d ------i - Pzoteoted ._.....-------- I ProtectM ._...------- , Control~ I--------------- I I 9plit Plase --------------- I Bplit PLa~a !--------------- I Proteeted I--------------- i Protected Ai9hta+ Ixluda InClude InC1uGe Inelude ' R1ght6s Inelude ZnClnda Inalt~e IgnoTs Min, fireen~ 9 i0 10 7 SO i0 7 10 SO 7 10 10 M1n. anens 7 10 10 7 10 io 7 10 10 7 10 10 Lsrles~ 0 0 _ _ 0 0 0 .___~_ I 4 1 0 0 1 - ' 0 0 3 1 0 7 0 1 0 0 Lanea~ 0 2 G 1 0 0 0 11 0 1 a 0 3 0 0 0 0 3 0 1 - .__.___-'_'-~_- VOl{1IM MOQlliff •._ I ---- --- --'- --i I --'-___.___ ____~ ~ _____ _____ _____! -"---------I-______.____.'_~ ~ VOIUIM IlO~tlllf _____ ---- -..._.1 I----------- ----I I.-__ ____._ _.___~ 8e8e Vol. O 0 0 1205 6 751 0 t036 177 4s~ 739 0 ~ BaSe Vol+ 'S9 3!3 0 25B 1 530 493 1909 0 0 034 949 • Gxovth 11dj~ 1.00 1.00 1.00 1.00 1.00 1.00 1.L0 ].00 1.06 1.00 1.00 1.00 (3s~ot~rth lldj~ 7.00 1.00 1.00 1.00 1-00 1.00 1.00 1.06 ~.CO 1.09 1.OG 1.OD 2nf.tiil Ha~, 0 O 0 1708 6 953 0 3036 173 ~<t 739 0 InitLal 8sas S~ 1B3 0 25a 1 530 491 1909 0 0 934 9~9 Atlded vole 0 0 '0 20 0' 0 0 2 0 61 10 0 Added Vol: 6 0 15 0 0 0 0 22 0 0 71 B1 ~~ Pa88R=ByVOl~ 0 0 0 0 0 0 0 0 0 0 0 0 PaB8er8yVO1~ 0 0 0 0 0 0 0 o- O 0 0 0 Snitidl 4Yttr 6 0 0 U25 6 J!S 0 1038 S73 SOS 749 0 I7tit1il FUC~ 5~! 283 15 25! ~ 530 ~91 1931 0 0 1005 ID30 ~ Uaer Ad}~ 1.00 L.00 1.00 1.00 1.00 1.00 1.00 2.00 3-00 1.00 1.00 1.00 Vser AdJ. 3.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 S.QO 1.00 1.00 O.DO Ftff Adis Q.91 0.92 Q.9J 0.91 0.9~ 0.91 0-92 ~.92 0.97 0.97 ~.97 0.92 Pf~ 11dj: 0.92 0.97 0.9] 0.92 0.94 0.93 0.93 0.49 0.9] D.92 6.9Z 0.00 PpF VolUmte 0 0 0 1931 7 616 0 1128 1!C 549 il4 0 PFlF VOlualee 59 308 16 2!0 I 478 5S9 209! 0 0 1091 0 Reduet Vol~ 0 0 0 0 0 30 0 0 15! 0 0 0 Redutt Volr 0 0 0 0 0 274 0 0 0 0 9 0 Raduced W1~ '0 0 0 133] 7 7B6 0 112! 3C 5~9 914 0 Reduced Yol~ 59 30! 34 2B0 1 Z9T 534 1099 0 0 1092 0 PCS Ad~~ 1.00 1.OD 3.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 1.00 1.D0 PCE Adjs ' 1.00 1.00 1.00 1.OD 1.Oa 1.OQ 1.00 1.00 1.00 1.00 ].09 0.00 >wr nai• i.oo i.oo 1.0o i.oo i.oo i.oo i.oo i.oo i.oo x.oo x.oo i.oo ru,r aai: i.oo i.oo i.oo i.oo i.oo i.oa i.oo ~.oo. x.ao i.oo i.oa o.oo F3na3 W1.. 0 _ _____ _-__~ __ 0 0 _ I 1]3s _ 7 786 __ 0 11~! 36 5~9 i14 0 Final Vo1.e 5! 30B 16 780 3 4!9 53a 10l9 0 D 1097 0 - - ______ ______ I Ssturaaton rlar Nodule, --- .-----___ ~ ~ _______-^-- --° I I ----- ----- ~-"' ~ _____••-_' °I...-_-._«_.-... ~ saturatim Blw Module~ ~____- ____ ___._- I I-^___-._-_' __-^ I I-_" ______ .____ ~ 9at/LUta+ 1900 1900 1900 1900 19ao 2900 1~00 1900 1800 1~00 1900 1900 Sat/Lane: 1900 1900 1900 1a0G 1900 1900 1900 1900 1900 1900 i~o0 1900 M)usG~Gant. 0.92 1.00 0.9a 0-Y'/ 0.96 U.91 D.92 0.99 0.96 0.83 1.00 0.94 Jdjust9Kata D.D9 0-95 0.lS 0.9Z 0.92 0.92 0.83 1.00 0.92 0.92 1.00 0.92 ' LanlS. ' 0.00 0.00 0.00 1.88" O.U1 1.00 0.00 3.8~ 0.13 3.00 Z.OD 0.00 ' Lanes~ 0.31 1.61 0.08 0.6b 0.01 1.39 2.00 3.00 0.00 O.OD 3.00 1.00 Fiaal 9~C.~ C __ ~ _ 0 0 ~ _ ___ ~82i 1s 17a0 ~ 0 7]67 23~ a7ao 8Y00 0 Final Sat.e 592 7i9~ 153 11~1 a 335+1 3250 s700 0 0 5700 1750 ""'_'.. .. - _- capaeity AnalysLe •' ` "_ - Modules '___ ___________ ~ ..~._-----' --__~~ __~.. '._._ ___._~ _.~...______~___.~__-_"_'--~ Capuity nnalyeis Module. ~--'-- -'-- _""'( ~______._.~. ..._~ ~._.. _____ "'_^.' Vol/Si.ts 0.00 0.00 0.00 U.27 0.27 0.~5 0.00 0.36 0.16 9.17 0.21 0.00 Vol/Sate 0.11 0.11 0.11 0.25 0.2b 0.13 0.17 0.77 0.00 0.00 0.19 O.oo CSit MOV~6e ~ ~•~• w~~. ~••• CYSE MOVese •sr~ •~~• ••~a •a~. tiiaep Timee 0.0 0.0 0.0 56•5 56.6 b6.S 0.0 19.5 1!-S 71.9 11.5 0.0 CC~~a ?imee 1~.5 14.5 St.S 33.1 33.4 ]3.4 23-5 50.1 0:0 0.0 ~6.6 0.0 Va]ume/Cap~ 0.00 0.00 0.00 0.53 O.S3 O.i7 0.00 0.l7 0.67 '0.87 0.57 0.00 Volume/Cap: 0.81 O.il O.B1' 0.81 O,.B1 0.42 0.99 0.81 0.00 0.60 0.7i 6.00 . lk~!lonp veL~ 0.0 0.0 0.0 37.8 17.8 13.6 0.0 1~.0 i4.0 47.7 Z7.2 ~0.0 Vniloxm Dels 46.~ 6fi.4 46.~ 35.3 38.3 30.5 ~0.9 15.8 0.0 0.0 ]9.1 4.0 IACta~cilD~I~ 0.0 O.G 0.0 O.Y 0.1 13.5 0.0 6.2 8.4 15-6 1.6 0.0 I7~cceamiDRls 17.H 13.8 1J.B 9.6 9.6 0.9 9.~ 2.! 0.0 C.0 1.8 0.0 In1tQl1eU0G1~ Q.D 0.0 D.0 0.0 9.C 0.0 0.0 0.0 0.0 0.0 0.0 0.0 IaltpueuDel~ O.D 0.0 0.0 0.0 0.0 O.Q 0.0 O.0 0.0 0.0 D.0 0.0 D~lay 1Wj~ 0.00 0.00 0 OC 1•00 1.00 1.00 0.00 1.00 1.00 1.00 1-00 0.00 . ' Delay Adjs 1.OD L.OD 1.00 1.00 1.OD 1.OU 1.00 1.00 0.00 0.00 1.00 0.00 Delay/Vehe 0.0 0.0' O.G 1l.6 18.6 35.1 O.o sa:a 82.2 SB.3 3B.B 0.0 ~ ' DElny/VGhs 60.3 b0.3 60.3 ~~.9 ~~.9 31.~ 50.2 28.6 0.0 0.0 "A3.i 0.0 ' Vser Da]Nljs 1.00 1.00 3.09 S.OC 1.00 1.00 1.00 1.00 3.00 1.00 L.00 1.00 VelT DelAd~~ I.00 2.00 1.00 5.00 1.00 1.06 1.00 1.00 1.00' 1.00 1.OC 1.00 DAjCl1/Veb~ 0.0 0.0 0.0 lY.E 18.H 35.1 0.0 52.2 E1.2 Si.3 2i.Y 0.0 AdjDel/Vlhi 66.~ 6D.3 60.3 ~~.9 ~t.9 •31.~ fio.a ~e.b 0.0 0.0 43.9 0.0 LOB hy Mov~: - A A A 8- A- D+ A D- D- b+ G LDS by Mwe~ 8 S L D n C D t A A D A - ~~~ Hpi?JtAi~gQi 0 a~~~~r•~~~~siNa~~ O 0 11 12 28 0 13 ~r~r~~NH~~~~~~~w~~~r~r~~~~~~.•µa~~a~~ 1] 1~ 31 O ~~~~a~a~~r~~~~~rNrr~~a !R?12kAVgQe N~e~~~~~s.~ 9 9 ! 37 ••~~•r•~~~t~~~~a~r.r~~~ 1T .~~~ 7 r.~s~••• 11 ]Z ~r~~ ~ . ~ 0 0 13 ~ ~r 0 ~ NoCnr Queue repott ed is the auw~bes o! car~ per lane. • . Foce~ pueue repostad i~ ibe number o! eart per . ~+ . laae. ~~e~a ~~~~~ , • u ar•~r• , Tz~Lt1X 7.l.0719 (c1 7005 Dovliag AssOC. Liclmeed to CI7Y 6F CDPSRTINO ira[!!x 7.1.0?15 (c) 7006 Dowling Asaoc. Lieeased co cSY'Y OF QIPBRTINO Of J A Fxiscing ~ AT= + Droy~ec PNThu sep 7~, ]007 18.~~~19 Page 10-1 Levl1 OL Sarvice Cdnpu[aCion taeport ~ IOOG FtCM aperacions Me[hod (PUtuce Volume Alternat2ve) •M1f1~~a~~~~~~~~1~~~~1Vi~~1~1i~~~~~ri\~ii~1i~~~µ~1~1f~t8~~~~~1I~~~i~~~i\~~i~f1~~~1• Ineesaaetion ~5 6tevens Creek i Ste111tt9 ~ aa~ai~w~~~a~~a..~~~w~~.r••aa•.raa•~s~~••~~r~~~•aa~~~aaa~~ar.e.~~~~~aau..~«~~~~~a Gycl~ (a~c)~ • 120 crilical Vo]./Cap.(x)e O.v1o I,oas.Tamm (see): iz Ix+xr4.o aec) Average nelay (sac/ven~s • 57.a Optiaml Cyele~ 116 Leve1 OL 8ezvice~ ~~ ii~~ifi~r~~r~A~a~{iYi~~~fi~i~~~1~~~~1r~~~~~~~~~~1~~1~~~f11~~rf~~i~.1~1.~~~~1~~~~e1~~ Appzoeehs North 9ound South Datu,B East Bound Nest Bound Noveceeat+ L- T - R L- T- R L- T- R, L- T - R ------------I-------=-------II-°--~----------II---------------t1------------...~ Oontrol, Proeected Fmteceed Pzotect~d PsoGeted Right~~ include Inciude In~ludn Lntlud.e l51n. Gleeil~ 7 10 SO 7 10 . 30 7 10 10 T 30 10 Wmt9i 1 0 4 0 3 1 0 2 0 1 1 0 1'1 0 9 0 3 0 1 """"~'-- ~"•-----"""' ~ ~""--'°'-'--'-~ ~""""""--'~ ~"""""^"•' ~ Vol~mie HoQala. Sase VO1+ 331 396 414 38~ 547 273 16i 973 31! 67Y 17Y2 252 acowth Adj~ 1.6b 2.00 1.00 1.OD 1.00 3.OC. 1.00 1.00 1.00 3.D0 1.00 3.00 Irilti~l ala: 331 39i ~14 3i3 5t~ 2~3 Z6B 9Z3 418 678 1387 252 Added Yol~ 1 0 0 0 0 3 t~ 30 6 0 7 0 pafsax9yV01. D 0 0 O 0 Q 0 0 0 0 0 0 Initla3 Fut~ 332 396 414 ]63 5~7 ]76 2B2 953 ~~ 67B lZlf 257 veer nd7~ 1.0o i.oo 1.0o i.0o i.oo 3.DO 1.0o i.oo i.oa 1.00 1.oC i.o0 p~ Adj~ 0.97 0.9] 0.9] 0.91 0•91 0.94 0.99 0.9Y 0.91 0.9] D.l2 0.92 PHF WltlRls 361 430 ~30 a16 595 300 30~ i0~6 743 737 140] J74 RldYCt VOlx 0 0 737 Q D 317 0 0 ~7 0 0 179 aedueed ~AOl~ 361 ~30 113 a16 693 63 l07 1036 130 139 U03 95 pCE Adj~ 1.~0 I.00 1.00 1.00 1.00 1.06 1.~a 3.00 1.00 I.00 1.60 3.00 ra,F aej, i.oo i.ao i.oo 1.0o i.oo i.oo i.oa ~_oo i.oo x.oa i.oo i.oo Ftql1 VO1.~ 361 ~]Q 113 ~16 59S d7 3D1 1036 130 737 1101 9B """"-'-' ~'-'-"""""'~ ~'-'-"---""" ~ I"""----""'-~, """"-"-"- ~ BaturaCioa !'lw Modulea $at/Lanen 1900'1900 1800 1900 1l00 1900 1900 3l00 1900 1900 190Q 1900 Adjttstawnt~ 0_93 2.00 0.97 0.91 1.00 C.9Z 0.93 0.99 Q.93 O:B~ 1.00 0.9] Lenes~ 1.00 2.00 3.Q0 1.60 2.00 1.00 1.D0 2.47 0.53~ 3.00 7.00 1.00 .Final Sat.~ 3~50 3A00 1730 1750 3800 1780 3750 ~653 H!5 3~50 S70o 1790 ------•-----I---------------II---------------il---------------II----------•----I Capacity Analysis No6u]w • Vol/Bat~ 0.11 0.13 0.06 0.34 0-16 0-D4 0.1~ 0.12 0.77 0.93 0.26 O.Ob CYlt l40vt4e •~•• .rrs ~+~~ ~~+• (3~ov~ Times 27.] 15.~ I5.4 32.~ ]0.6 70.6 25.0 ]9.] 29.7 30.8 35.1 35.1 Volume/Gpt 0.91 0.89 O.SO O.BB 0.9x 0.~1 6.84 0.91 0.81 0.91 0.l4 0.19 lTtsiloxai Dal~ 45.~ 51.~ 46.7 42.0 SB.i a2.9 a6.S 44.0 t4.0 17.Z D9.B 31.7 IRCrl~EDE2~ 17.4 39.9 7.B 20.3 1l.0 1.6 20.1 10.E 30.6 16.1 S.] 0.8 InltOueupel, 0.0 0.0 0.0 p.0 0.0 0.0 0.0 O.Q 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 1.00 ],.00 1.pD 1.D0 1.00 1.00 1.0p 1.00 1.00 1.On Delay/Vehs 71-6 71.Y 56.5 62.4 67.8 61.7 65.7 84.6 54.6 59.~ 45.C 37.9 veer pela+ajr x.ao i.oo L.oo L.oo i.oo i.aa i.oo i.oo 1.00 .1.OD 1.00 s.oa Ad]De2/Vahr 77.f 71.I Ss.3 ~62.4 67.8 ~l.l 63.7 84.6 5~.6 69.~ ~5.0 71.5 LOS by MOVle B 8 E+ 8 B D B D- b- Ei A Hf?17k11v9Qs li 11 b 19 14 1 14 19 lY 76 16 ~ •1~~~#~+~fif~~wr~~~~~~'~rr~1~Y~~i~i~~~ilir~~'Ir111~~~~M~~~~11~~~+i~~~~ii~~AMiR~YaAY~• xoie. Guaun repostad i^ e2~e nw~ber of cars per Sane. ' iraLtix 7.8.0716 (e) 900Q Dowliag A~soe. Licertaed to CSTY OS CUPSRTINO 0I v ~ Sxisciag + A7I F pro~acc 4xrhu Sep 77. 1007 i5~t4s39 PA9! il-3 Leval O! Sezvice Coc~qxctation RepOrt ]000 RCM Opexations HeEhad (future Yolums Alternaiive~ •Yirit~~J~~~~t~~~1f1~~~y~~~~f~~f~~f~J\~~~~~~~i~i~tR~ki~~~~ii111~if InterascCion A6 Sceven~ Creek c S7SCq Cycle laecl, 110 LYieical vol./CDp.tX): a.a~~ Loee Time faee): 9(Y.R~1.0 !6e) Avern9e Delay (sec/veh)x 11.8 Optimal Cyclae J7 Lsvel af 5ervice~ B •1aii1~li~I~fY9~~~1~l+1~r~~kAL~iwlff~~iirl~Vlt~~~1~4i~~~l~iiir~llf~~~~~~~~~R~s~~~f• ApproaeL+ Norch Baind SoucL HounH saat BounG wesc 9o~md MOVeafetlt ~ L ^ T - R L- T- R L - T- R L- T - R ------------I-•-----------•-~I---------------II-•-------------fl---------------f Cbnczol~ Faraitted ProtectetS Proteeted Pesmiti~d ~eighus iaciude Tnclude tnciude Include Nin. Green. 7 10 10 7 l0 10 7 10 10 7 SO 30 Ldn~s+ 0 0 0 D U 1 0 1 0 1 1 0 3 0 0 0 0 3 0 1 -'......~"' ~"'--°°-°-"~ ~"___'___'-"-' ~ ~"-"-'-"'""' ~ ~---"....-'--° ~ volwne hbdule~ 8aee Vol: 0 0 0 96 0 167 337 1993 0 0 1~15 60 Gzrn+Gh Adj~ 1.00 1.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 1.OD 1:00 1.00 Inieial Dsea D 0 0 96 0 187 33~ 1993 0 0 1113 60 Added Vols 0 0 0 0 0 0 0• 30 0 0 T 0 Pasres8yvol, 0 0 0 0 0 C 0 0 0 0 0 0 In.tcial iRltr 0 D 0 96 0 1B7 337 2023 0 0 1427 6G II6et ]1d)+ 1.00 1.00 1.00 1.00 1.00 1.09 1.00 I.00 1.00 1.00 1.00 1.06 pNF Adj~ 0.97 D.97 0.97 0.97 4.93 0.82 0.92 0.97 ,0.9~ 0.97 0-92 0.92 P~ Volude~ 0 0 0 104 0 703 ~66 2199 0 0 7.546 65 RadUCt VOlt 0 0 O 0 ~ 166 0 0 0 0 0 ~0 Reduccd Vol: 0 0 0 304 0 ]5 366 2199 0 0 1546 25 PC5 Adj~ 1.04 1.00 L.00 1.00 1.00 1.00 I.00 1.00 "1.OC 1.00 1.00 1.00 I~II.F Adjr 1.00 1.09 1.00 L.00 1.00 1.00 1.00 3.00 1.00 1.00 1.00 L.00 Yfn~.l vol-+ 0 0 0 SD~I 0 33 766 7199 0 0 lSS6 25 "-""""'~"-'.-`-"""'~~"""""'-.^-~~'----"""""~~-'^""."._....+ • SaCUratiat Fla+ ModuJ.a+ . ' Bat/Lenei 1900 1900• 1900 1900 1900 1900 1900 2900 1900 3l00 1900 1900 Adjuettnant~ 0.92 1.00 D.97 0.91 1.00 0.97 0.92 1.06 0.92 0.8Y 3.QU 0.92 LaAea~ O.GO 0.00 0.00 1.00 1.00 1.00 1.00 3.OQ 0.00 0.00 3.00 3.00 FiYf81 fit.s 0 0 0 1740 1900 1750 1750 5700 0 0 5700 1780 ------------1---------------11-----•---------II---------------II---------------I dpacicy 7lnalysSs Module: Vol/Sati 0.00 0.00 0.00 0.06 0.00 D.02 a.zl 0.39 0.00 0.00 0.27 0.03 Crit rwvee: ' •••• ••r •••• • ore~ r-me: o.a 0.0 0.0 2I.2 0.0 11.2 39.1 89.8 0.0 Q.0 30.7 50.7 Volume/Gp~ 0.00 0.00 0.00 0.59 0.00 O.aO O.H9 0.~7 0.60 0.00 4.59 0.03 lMilOxm Del~ 0.0 0.0 0.0 4~.4 0.0 ~d.3 78.9 3.0 •0.0 0.0 11.9 36.2 SncrumtDel, 0.0 0.9 0.0 13.3 0.0 2.5 4.0 0.3 ~~.0 0.0 1-Q 0.1 IaitQueuDelt 0.0 0.0 0.0 0.0 O.a 0.0 0.0 0.0 b.0 O.Q 0.6 0.0 D~lay Adfe o.ao 0.00 D.00 l.oo O.CO 1.OO 1.60 I.GO 0.60 0.00 1.00 i.a0 uelay/vehi 0.0 0.6 0.0 60.7 'O.D 47•8 3a.9 3.4 0.0 0.0 24.9 36.~ va~ oev~i~ s.ao z.oo i.oa i.oa ~.oo i.ao n.oo i.od i.oo i.ao i.oo i.ao 11djDe1/Vehi 0.0 O.D 0.0 60.7 0.0 ~7-8 37.9 3.4 O.D 0.0 1].9 16.3 IAS by Move: A J1 A E A D C- R A~ A C~ 8 RcM2kAVgp. '0 0 U 5 D 1- 11 8 0 0 13 0 •i~~f~~1fiR1f~4~M~~~1i~f~~~~f~rlr~~~~~t~I~~~~~~~~~f~Ir~~~r~i~~~f~1~~~~1t~~~~1~~fUY tiote~ Queue reportad is th~ aumber ot oare per lane. . ' ?ralt~ix 7.8.0715 (cy 2906 Cow1111g A68oC. l.icensed to CITY OF C[SP6R1'TNO Exieting i Axk + rrojeet xK1Chu 6ep 49, 40U7 15~~4~49 aage 11-1 Iavd af aezvic~ Compueatzon xepost ~000 HC1 oteraciona tteehod (FUturn voivme ~lternativa) .a.r.. ......•....a~ ••...a..•....••....rw~~~~~~..~..r..•~~..~r~~~.•a~~•~.~~• Iacera~ction f'r stev~ns Cr~Nc 4 9zandley •~~~~~~f~~~~~~~~Yf~1~~~rt~e~~~~A/~t~~~~~~~tef~s~~/~IMf~f~~fiii~~~k~~V~it'F~~W~rt~~• ~ycle (sac)~ 130 ~Crieacal Voi./Cap.(X), O.ei~ , LOae TiUi! (CK)i 13 {Y+A~1.0 fEC) AVlYegt Dl18Y (Sec/veh)i ]3.0 Opti~l Cycle~ 99 Lsvel' Of 9erviees C- • ~!i{rA~l~lfr~f~~i~r~~~~i~~~~r~~r~~~~ryifi~i~1~~11~l~l~1~~Nr~iir-i~~f~~~~~~~ii~~i 7~vDrwehe Noreh aound Sbueh iound SasC Bwmd usae Bound MOVeme77t ~ L- T- R L- T - R L- T - R L - T- A ._.._._.."' (-•-"""'--'-' ~ ~"-•.--""""~ ~'-"'-"--'-"' ~ ~---------'-"_' ( Contmle Pesm~tted Psrnnttsd Proteceed protecGW Righta~ Include Include include Include NIA. OtlOxi. 7 10 10 'r 10 10 7 10 10 7 10 30 LaJ1lS~ 0 1 0 0 1 0 1 0 0 1 1~6 3 0 3 1 0 4 1 0 .._____..___~._-_.___'. "___~~_-.._____••__._~~ ...............~~________.---'--~ volwe Modula~ Baea vol. 70 }6 40 389 16 113 ~a9 1980 53 105 1507 107 asot~th Adj~ 1.00 1.00 1.00 1.00 1.00 1.09 i.OD 1.00 1.00 1.00 3.00 1.00 Initial H/a~ 70 16 10 ]89 16 113 4~3 1580 63 165 3501 107 Added vols 0 0 0 0 0 D 0 70 0 0 7 0 PneeerHyVOl. 0 0. 0 0 0 D 0 0 0 0 O 0 Inltia2 YUt. 70 16 tp 3B3 16 ~~12 ~~7 1L1a 53 103 1514 107 Ve~r Adj. i.oo i.oo ~.oa l.oo t.oo 1.0o i.oo i.oa s.oo s.oo 1.0o t.0o P1~ Ad1~ 0.91 0.97 0.99 0.97 0.91 0.93 0.92 0•!7 0.9~ 0.l3 O.i1 C.97 PRR Vo3Umer 96 17 13 314 17 121 9~2 1750 S8 114 1648 116 Aeduat Vol: 0 6 3i 0 ,0 B1 G 0 7 0 0 94 RedveM Vol. 78 17 18 311 17 11 484 1740 51 111 164B 9~ PC6 Ady~ 1.00 1.00 1.00 1.00 1.00 I.00 i.DO 1.00 1.00 1.C0 1.00 1.Oo ws rdi~ i.ao x.oo i.oo i.oo i.ao i.ao i.ao i.oo i.oo i.oo i.oo i.oo Fi11o1 Val.~ 7E 17 li 314 17 ~1 ~82 1T40 31 11~ 1646 92 ---~--------I---------------I1----------=----II-----~---------Il---------------I sacuratioa Flow Moduie. 8se/Lanea 19D0 1900 LiCO 7909 1900 1900 1900 1906 1900 1900 190o i4Q0 lldj~l8ttueaG~ O.iS 0.>S 0.91 0.98 L.9S 0.9] 0.92 L.00 0.92 0.92 0.98 0.95 Lanes~ D.81 0.19 1-DO 0.95 0.05 1.00 1.00 3.06 1.00 1.00 7.Y3 6.1~ Flnel 9ae.e 1~53 l3S 1790 1106- 94 I9S0 3750 5~00 1150 31bD b30~ 297 """""" ~""""""""~ I"""""""'t ~"""""""'' ~"""""""' I Capac~ty Milyfis Iialula~ Yol/8ai~ 0.06 O.Ob O.OI 0.18 D.18 0.01 O.ZB 0.31 O.Ob 0.07 0~.~1 0.31 CSSC 190VYSt ' ~wr• . ~~• +~a• Qs~~n Tlm~t 27.1 T1.4 23.{ 23.~ 23.~ 33.1 35.0 61.3 61.9 13.1 39.$ 39.5 Volumi/Cape ~.7~ 0.74 0.05 0.86 O.i6 0.11 O.a6 0.55 0.04 tl.55 O.BS 0.46 Veilosm Dels dS.9 35.9 3t.4 s1.7 ~L.~ 3~.9 3S.] 15.~ 11.0 ~5.? ~7.7 72.9 InCzamltDmla 1.6 1.6 0.3 21.9 21.9 0.6 16.2 0.7 0.3 30.1 5.2 3.7 In1tQLLEV9e1~ 0.0 0-O 0.0 ~.0 0-0 0,0 0.0 '0.0 0.0 0.0 0.0 0.0 flelay aai. L.oa i.oa i.oo i.oo i.oo i.oo 1.ab i.oo i.oa i.oo i.ao s.oo Deliy/V~h: 37.1 37.f 34.7 63.~ 63.7 35.5 51.5 Y6.1 12.1 $S.B 3B.Q ]9.0 46lt DelAdj~ 1.00 1.00 3.00 1.00 1.00 1.00 1.00 3.00 1.00 1.00 3.60 S.DO MjD~l/V~h~ 77.4 37.4 3~.7 63.7 63.7 75.5 E1.5 16.1 11.1 58.9 35.0 38.0 IAS by MoVt~ Dr M C- 6 8 D+ D- B. B~ E~ D~ HCM71tAt~gOr 3 3 1 14 U 1 19 13 1 S 21 21 •~a••~•rs~~N•.~a~~••a.•t•..~.aaaav~•:.~~~re.~••a~r••~-e.ar•.~~~•~~~•••~~r~.+~• Noes~ queue reporced !a ebe nurtDer oi tare prr Sane. 7zelLix T.e.O>15 fe7 2006 bOwling Aasoe. 4icef~seG to CITY OY CUPERYINO ~ v m Exiecing • AtT + Projecz YMTbu Sep 77, 2007 15~41~29 Page 13-1 LeVBl Of S@YV1Ce CouputaClott Repoxt ' 2000 ~t operatioas MeChod (pLture voiwnQ Altexnaclve) a•.r............•........aaa.~.e....~.r..r.•..r...a..a.r•a•.r..~..w~..w.•rf•a.rr Iat~rsectf.on KB Steliing 6 Oreenleaf ~ cycle (sec}~ BO Critacal Vol./Gp.(E)~ 0.80A Loss Tittr (~lC1: 17 iX~R.~.O s~c) 7lvexage Celay (sec/veh~~ 14.a OptiRal Cycle, 73 Lavnl OE Sesvices B i~~~~t~al~a~r~~lf~~~~~~~~~i~~~f~~~~e~~~~y~~~~e~i~~~~a~~~~~fVM~w~~~~~effi~~~~~AM• ApplOich~ Noctlt eOtaiC 3outh HoWid Eact SOUnd WeCt eptmd -iov~ra~nt. L- T~. A L- T- 1t L - T- R L- T - R """"""' ~, ~ ~-"-- -----" ~ ~--"-'---""" ~~'.,"""""'-' ~ ~'"""" """' ( Control~ '• Pexmi[tad .PermiCGtd PernStted Pezmittwl aighta~ inclwde Tnolude I¢clude IacluEe Min. 6tem~ 7 10 16 ~ 10 30 7 10 30 7 30 10 tanecr 0 0 11 0 0 0 0 11 0 0 0 0 11 0 6 0 0 ]1 0 0 "'....,_~__... ~""""'---'-' ~ ~'-'-`_'--'--^-' ~ ~""-'--'...-'-~ ~""'.~~-"•'-' ~ volume -wQUle: 8ase Val~ 16 fi57 11 21 968 35 55 11 23 74 Z1 21 Gxovth Adj~ 1.00 1.60 1.00 1.00 1.00 1.00 1•00 1.00 1.00 1.00 1.00 1.00 IniCial Sa~. 16 657 1Z ]1 968 34 58 11 . 35 91 Z1 14 AddW vols 0 14 0 0 3 0 a. 0 0 0 0 0 Pi6xtByV01= 0 0 0 0 0 0 0 0 0 0 0 0 Initial Puts i6 671 12 21 971 35 SS li 25 ~4 21 74 n~~r ~ai~ i.oo i.oo i.oo i.oo i.ao i.ca i.oo i.oo i.oo i.oo i.oo i.oo pHf Mljs 0.97 0.9] 0.92 0.97 0.92 0.91 0.92 0.92 0.92 0.92 0.92 0.97 P&F Voltapa~ 17 729 13 23 1053 3! 60 12 27 26 23 Zb AeduCG Vol. 0 0 1 0 0 2 p' D 1~ D 0 70 RedtlCEd VO1~ 17 ?19 17 23 1055 76 60 1] 15 2B 2d 6 PCS Adjo. 1.00 1.D0 1.00 1.OD 1.00 1.00 1.OG 1.D0 ~.OD 1.00 1.00 1.00 ra.e nai~ i.oo i.oo i.ao i.oo i.ao i.oo s..oo i.oo i.oe i.ua i.oo i.oo Final Vol.s 17 929 12 23 3035 36 60 i2 15 26 ~73 6 ------------I---°----------II---------------II---------------II-___----------I Sacuration Flov ModuLe: Sat/Lane~ 1900 i900 •1900 1900 1900 2900 1900 1900 1900 1900 1900 1900 Adjtlster_ats O.B2 0.92 0.91 6.92 0.92 0.92 Q,92 0.92 0.9] 0.92 0.42 0.92 Leness 0.02 0.96 D.07 U.92 0.95 O.OJ 0.69 0.14 0-17 0.47 0.~7 D-11 Fi.nal 98G.~ ~~ 1682 28 36 165! 37 1709 241 306 i30 976 1!~ ' ^"""""' """""""' f I ""'"""""' ~, """'""""' ( ~ ,.."' _" ""'"'' Capacity llnalysis Modalea Vol/Bat~ D.~7 0.~3 0.~; 0.6f 0.64 0.64, 0.05 O.QS O.Ob 0.03 0.03 0.03 Crit MOVQSr •+~• ~ra• Qrean Tiuw. 58.0 5/.0 5{.0 58.0 Se.D Se.O 10.0 10.0 10.0 10.0 10.0 10.0 volume/Cap: D.60 0.60 0.60 O.BB 0.lB o.i9 o.i0 o.to 0.~0 0.25 0.75 0.25 VnitOYm D~ls 5.3 5.3 5.3 8.3 8.3 B.3 32.2 32.2 37.4 31.6 31.8 31.6 Inc;eimCDels 7.1 2.1 2.1 B.B 8.• B.! 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Babby, RCA ASCA Registered ConsultingArborist #399 ISA Certified Arborist #WE-4001A July 24, 2007 P.O. Box 25295, 5an Mateo, California 94442 • Email: arborresourcesQco~ncast.net Phone; b50.b54.335] ~ Fax: 65Q,240.0777 • Licensed Contractor #796763. 6-178 Davicl L. Babby, Registered Consulting flrborist July 24, 2007 TABLE OF CONTENTS SECTION TITLE . PAGE I.0 INTRODUCTTON ........................................................... 1 2.0 TREE COUNT AND COMPOSI'TION ..................................1 3.0 SITITABILITY FOR TREE PRESERVATION ....................... 3 4.0 TREES ALONG WESTERN BOUNDARY ............................ 4 5.0 REVIEW OF TREE IMPACTS ........................................... 4 5.1 Proposed Tree Removals .............................................. 4 5,2 Trees at Potential Risk of Severe Impacts ........................... 5 6.0 RECOMMENDATIONS ...............................,................... 6 6.1 Design Guidelines ........................ .........6 C,2 Protection Measures Before and During Constrnction ............ 8 E~isxTs EXHIBIT TTTLE ~, TREE INVENTORY TABLE B SITE MAP i s-~~s Dmid L. Babby, Registered ConsultingArborist July 24, 2007 1.0 INTRODUCTION I have been retained by ihe City of Cupertino Community Development Department to review the foIlowing items associated with a proposal for development of the Oaks Shopping Center located at 21265 Stevens Creek Boulevard, Cupertino: [1] the demolition of buildings housing a theater, security office and Rayal Tofu Hovse, and [2] construction of a new hotel and mixed-use building over a parking podium. Tasks performed for this review are as fallows: ^ Identify atl firees on-site. ^ Estimate their trunk diameters at approximately 54 inches above grade or as appropriate to obtain the most representative sample of trunk size. ^ Distinguish between "protected trees" versus not-protected trees ({pursuant to Section 14.18.035(B) of Cupertino's Municipal Code)). ^ Estimate canopy spread and ascertain the trees' health and structural integrity. ^ Determine the trees' suita.bility for preservation {e.g. high, moderate or low}. ^ Review the two site plans, Sheets DR-2 and DR-3, by ARC Inc. Architects, dated 5I30/07. ^ Assign numbers to each tree a.nd plot these numbers on the map presented in Exhibit B(tf~is map is a copy of Sheet DR-3, Preliminary Site Plan B). Tags were found attached to the trunks of nearly half the inveritoried trees; when one was found, I note it within the second column of the table in Ezchibit A. ^ Prepare a written report containing the aforementioned information, and provide measures to help avoid or mitigate anticipated impacts. 2.0 TREE COUNT AND COMPO5ITxON There are 119 trees of lb various species inventoried far this report. They are sequentially numbered fronn 1 thru 119, and the table on the folIowitng page identifies their name, number and percentage. Specific data recorded for each tree can be viewed in Exhibit A (Tree Inventory Table). 21265 Stevens Creek Boulevarr~ Cupertino Ciry of Cupertino Cammunity Development Department Page I of I I 6-180 David L. Babby, Registerea' ConsultingArborist July 24, 2007 ~ ~ ,~.,~ ~~ ~ a~'~ ~ ~~.~~ r~~~ '~~° ~ ~` h. ^~"~~~~-~~-.4~' ~ny~<' y'~" yr ,~ Mfb "..tffi Z ~~~'~, ",~_ q .wY 3~ ~ ~ ~ ~~ _ ` ' 44 . i{~. t , ~~ ~~ ' ; ~ - ' , ~~ : . . : S . ' ` ~ 1 ~ _ ll? .. ~~ _~lT~^L'C~..~nrr-.. R4 l .~. ...~ .v.... ..\ ... . ~ - - Ash 20, 22, 23, 26, 28, 29, 51, 52, 27 Q 23 /o 57-66, 73-78, 95, 107, 108 Chinese Pistache 79-92, 96-101, 116-119 24 20% Coast Live Oak 2-14, 16, 17, 39, 67, 102, Z3 ~ 9% 105, 106, 13-15 Crape Myrtle 15, 18, 'I9, 21, 24, 25, 27, 69 8 7°/a Evergreen Pear 38, 93, 94 3 3~0 Eucalyptus 36, 38, 41, 43, 45, 47 6 5% Flowering Pear 111, '! 12 2 2% Holly Oak 72 ~ ~% Japanese Maple 1, 103 2 2% pine 30-35, 37, 40, 42, 44, 46, 48- 20 17% 5~, 53-56, 109, 110 Pittosporum 70, 104 2 2°/a Tree-of-Heaven 71 ~ ~ °~ Tatal 1'19 900% As indicated above, the site is populated primarily by ash, pistache, oak a.nd pine trees. The following 18 trees are defined as "protected trees" ((per Section 14.18.035(B) of City Code)): #2, 3, 5-5,10-13, 17, 67,102,105,106 and 113-115. Each of these is a coast live oak with a fiank diameter (arger than i 0 inches in diameter. ~ There are 78 trees ~uissing from the plans; they include #1, 4, 9, 14-33, 39, 45, 51, 53-65, 69, 71-102 and 107-] 12. Tlieir approximate locations are presented on the map in Exhibit B but must not be construed as being accurate or surveyed (in several cases, they very rough estimates due to the lack of existing features shown on the plans). 21265 Stevens Creek Boulevard, Cupertino Page 2 of ll City of Cupertino Community Development Department 6-181 David L. Babby, Registered Corrsulting Arborist July 24, 2D07 3.0 SUITABILITY F~R TREE P~tESERVATION Each tree has been assigned either a"high," "moderate" or "low" suitabiliTy for preservation rating as a means to cumulatively measure their physiological health, structural integrity, location, size and specie type. These ratings and applicable tree numbers are presented below; nofe that the "high" category is comprised of 18 trees (or i 5-percen#), the "moderate" category 65 trees (or 55-percent), and the "low" categary 36 trees (or 30-percent). Hi~h; These trees have a high potential of providing long-term contribution to the site, appear in good health, and contain seemingly stable structures. They can be considered the most suitable for retention and protection. ^ This rating applies to the following: #2, 4, 13-16, 1.8, 19, 21, 24, 25, 27, 39, 67, 105, 110, 114 and 115. Moderate: These trees contribute to the site but not at seemingly significant levels. Typically, their longevity and contribution is less than those of high suitability and mare frequent care is needed during their remaining life spa.n. ^ This rating applies to the following: #3, 6, 9,~ 10, 12, 22, 23, 32-34, 36-38, 41-43, 45-47, 49, 51-57, 59, 62, b6, 68-70, 73, 74, 79-94, 96-101, 103, 104, 106, 107 and 116-119. Low: These trees are predisposed to irreparable health problems and/or structural defects that are expected to worsen regardless of txaeasures employed. In many instances, they are in a poor or declining condition. ^ This rating applies to the foilowing: #i, S, 7, 8, 11, 17, 20, 26, 28-31, 35, 40, 44, 48, 50, 56, 60, 61, 63-65, 71, 72, 75-78, 95, 102, 108, 109 and 111-113. 21265 Stevens Creek Boulevarc~ Cupertino Page 3 of ll City of Cupertino Community Development Department 6-182 David L. Babby, Registered Consz4lting Arborist July 24, 2007 4A TREES ALONG WESTERN BOUNDARY Trees #33 thra 57 form a row of trees along the western property boundary and are comprised predominantly oF Monterey pines, eucalyptus and shamel ash. Trees #34 thru SQ overhang the existing parking lot and are situated within one-foot {many grow agains~} the existing curb. Trees #~51 thru 57 are grouped around and near an existing maintenance shed and trash enclosure. Of these trees, #35, 40, 44, 48 and 50 are either dead or dying and shaald be removed regardless of the proposed project. Though certainly not highly-valued due to their short remaining life-span and high maintenance requirements, the others trees appear worthy of retention as they seem vigorous enough ta continue serving as an effective screening element between the site and Highway 85. 5.0 REVIEW OF TREE IMPACTS 5.1 Anticipated Tree RemovaIs Based on information presented on the plans, there are 62 trees (or 52 percent of the total) that will require removal to achieve the proposed design; they include #28-51, 53- 55, 58-63, 65 and 68-95. Of these, #34, 36-39, 41-43, 45-47, 49 and 51-55 are healthy enough to continue serving as an effective screening element beLween the site and highway. Consequent4y, their reten~ion is recommended, and in an effort to maintain their longevity, stability and natural forml while allowing for construction (including the estabiishment of scaffolding), I recommend the following minimum building setbacks are incorporated into the design: 10 feet from the trunks of trees #34, 3b-39, 41-43, 45-47, 49 (essentially the row of trees along the western boundary fronting the existing parking ~ Note that even at 10 feet away, canopy loss is expected for severai of the pines, a situation that will cteate some asymmetry of their canopies; however, the loss is not anticipated to significantly diminish their fonm. 21265 Stevens Creek Boulevard, Cupertino Page 9 of 11 City ~f Cupertino Community Developmeni Department 6-183 David L. Babby, Registered Consulting.4rborrst July 24, 2007 lot), and [2] 1 S feet from the trunks of trees #51 thru 55. Any excavation, fill or trenching mus# be restricted to two feet bey~nd the building footprints, and the future walkway established at least five feet fronn the existing curb. 5.2 Trees at Potential Risk of Severe Impacts Based on informatian provided and my estimation of tree locations, there are approximately five additional trees at potential risk of becoming severely impacted through implementation of the proposed plans; they include #52, 56, 64, 6G and 67. Trees #52 and 56 are suggested to be reta.ined due to their scresning contribution between the site and highway. To achieve this, I recommend a 15-faot setback from their trunks for any building, excavation.; fill or trenching. Tree #64 would sustain a severe amount of root loss and be subjected to instability and premature decline through imptementation of the new parking lot configuration around its trunk; tizis conclusion applies to both site plan options A and B. When considering this tree's very aggressive root system and a high propensity for large limb failure, its loss would seemingly conform to the CiTy's Municipal Code. Tree #66 may also sustain severe root Ioss if the existing p~rking island surrounding its trunk requires horizontal soil cuts. If it is intended to be retained, I recammend the existing curb con~guration remains or is expanded to avoid the need for severing large roots. Also, construction of the parking !ot within 15 feet of its trunk should not involve excavation below the existing asphalt surface. Tree #67 is at potential risk of root damage and losing a relatively Iarge and significant 10- inch diameter limb growing retativety low and towards the northwest. The root damage can be seetningly mitigated through measures presented in the next section being followed. The limb may or may not conflict with a large vehicle accessing the new parking area; it certa.inIy appears close. As the limb vitally contributes towards the tree's structural form, I recommend the situation is studied by the applicant or their design team fio ensure the linnb can indeed remain (or the plan is modified to achieve this requirement). 21265 Stevens Creek Boulevard, Cupertino t'age 3 of ! I City of Cupertino Community Development Department 6-184 David L. Babby, Regrstered Consulting Arborist July 24, 2007 6.0 RECOMMENDATIONS Recommendations presented within this section serve as guidelines for achieving adequate protection af trees that will be retained. They should be carefully followed and incorporated into construction plans. Please note that any or aIl recommendations are subject to revision upon reviewing any revised plans. 6.1 Design Guidelines 1. The location, canopy dimension,z and vertical elevation of all trees inventaried for this report should be located by a licensed surveyor. 2. All site-related p€ans (e.g. site, grading and drainage, and landscape) should contain the folIowing: the above-mentioned infozmatioa; the trunk of each tree, exemplified by a circle to scale; the numbers assigned to each tree; any tag number; and the type of tree (e.g, oak, pine, ash, pistache, etc.). For trees to be removed, an "X" should be shown through their trunks. 3. A more detailed plan showing existing and proposed conditions should also be created and supplied for review. The iimit af work should also be outlined on the site plans. 4. Recommendations presented in Section 5.0 of this report shall be followed to achieve the protection of trees being retained. 5. The sections of walkway proposed beneath a tree's canopy should be established entirely on top of existing soil grade, inclading base materials, edging and forms (i.e. a no-dig design}. Additionally, direct compaction of the existing soil surface (i.e. subgrade) must be avoided; the subbase materials can be compacted but should not exceed an 85-percent densiiy. Soil fill can be used to sharply bevet the top of a walkway to existing grade. 21fie canopy dimensions shown for trees shown on the site pians reviewed are accurate for some, but smalIer than the actual size for most. 21265 Stevens Creek Boulevar~ Cupertino rage o o~ ~~ City of Cupertino Community Development Deprrrtment 6-185 David L. Babby, Registered Consulting Arborist July 24, 2007 6. Where beneath a tree's canopy, trenching, excava#ion or fill shall not occur beyond 24 inches beyond the future building foundations. In no circumstances shall soil cuts be required within sections of existing planters beneath canopies of retained trees (unless reviewed and approved by the City of Cupertino). 7. Table A~ of Seotion 14. i 8.185 of the City Code should be used as the basis for determining the size and amounts of replacement trees to mitigate those approved for removal. The trees must be double-staked with rubber tree ties, and all forms of irrigation shatl be of an automatic drip or soaker hose system placed on the soil surface and not in a sleeve. Additionally, to achieve the greatest assurance of proper installation, all new trees shall be installed, including necessaxy irrigation, by an experienced state-licensed landscape contractor (or a professional tree company) and perfor~ned to professianal industry standards. 8. Upon availability, the following plans should be reviewed for tree-related impacts: topographic (showing the trees and infornnation presented in items #1 and 2}; site, grading and drainage; building elevations; and landscaping. 9. This report and any supplemental letters shall be incorporated into the final set of project plans, titled Sheets T-1, T-2, etc. (Tree Protection Instntctions), and referenced on all site-related plans (i.e. site plans, grading and drainage plan, and landscape plans). 10. The permanent and temporary drainage design for the project should nat require water being discharged beneath the trees' canopies. , 11. The proposed landscape design should conform to the fotlowing guidelines: a. The installation of turf and plant material should be avoided ~ beneath the oak canopies; as an alternative, I suggest a four-inch layer of coarse wood chips (decorative or from a tree company. b. Irrigation beneath oaks can impose adverse impacts and shauld be avoided. Irrigation must not strike within three feet from the tranks of alt other trees. 21~65 Steverrs Creek Boulevard, Cupertino Page 7 of II City of Cupertino Community Development Departmeni 6-186 Davrd L. Babby, Registered ConsultingArborist Ju1y 29, 2007 c. Trenching for irrigation or lighting should be avoided beneath the canopies. If necessary, they should be roUted in a radial direction to the trunks. d. Stones, mulch and fencing should not be placed against the trunks of existing or new trees. Plastic ground cover should also be avoided beneath canopies. e. Tilling beneath canopies should be avoided, in.cluding for weed control. f. Bender board or other edging materiai proposed beneath the canopies should be estabIished on top of existing soil grade (such as by using vertical stakes). 6.2 Protection Measures before and during Develapment 12. Due to the close praximity of activities among frees, a"project arborist"3 should be retained by the appIicant or owner to assist in implennenting and achieving compliance with all tree protection measures. I3. Prior to any grading, trenching or site clearing work, a pre-constructian meeting shall be held on-site with the contractor and project arborist to discuss work procedures, protection fencing locahons, limits of grading, staging areas, routes of access, supplemental watering, mulching, locations for equipment washing, and other tree protection measures. 14. Tree protective fencing shall be installed prior to any grading, trenching or site clearing work, and its precise location nnust be deternuned and its placement approved by the praject arborist prior to the issuance of any grading or construction permit. It shall be comprised of six-foot high chain link mounted on eight-foot tall, two-inch diameter steel posts that are driven 24 inches into the ground and spaced no more than 10 feet apart. If installed on hardscape, the chain link fence can be supported by metal or concre#e stands. Once established, the fencing must remain undishtrbed and be maintained throughout construction untij final inspection. ' The "project arborist" refers to an individual that is certified by the International Society of Arboriculture (ISA) and/or is a membec of the American Society of Cbnsulting Arborists (ASCA). 21265 Stevens Creek Boulevarc~ Cuperiino ra~ ~°.~ << City of Cupertino Cammunity Development Department 6-187 David L. Babby, Regrstered Consulting,4rborist July 24, 2007 15. Unless otherwise approved, all development activities must be conducted outside the fenced areas {even after fencing is removed) and off unpaved areas beneath the canopies of Ordinance-size trees inventoried and not inventoried for this report. These activities include, but are not limited to, the foIlowing: demolition, grading, stripping of topsoil, trenching, equipment cIeaning, stockpiling/dumping of materials, and equipment/vehicle aperation and parking. 16. Any approved digging or trenching beneath a canopy shai] be manually performed. In the event roots af two inches and greater are encountered during the process, the project arborist shall be consulted far appropriate action. I7. Removal of the existing parking lot and curb/gutter must be carefully performed to avoid excavating soil and roots during the process. Any tractor used during the process must work remain on hardscape at alI times and off e7cposed soil and roots. In the event significant roots (e.g. two inches and greater in diameter}' are found to have exploited base rock beneath the existing asphait, the roots should be left intact and the base material used for the new pariting lot. 18. Prior to grading or excava#ing soil beyond 10 feet from a tree's canopy, a one-foot wide trench should be manually dug along the perimeter df a foundation for the entire distance. The trench should be dug to at least three feet below grade or the required depth, whichever is greater, and shall occur where excavation will occur closest to the trunk. Any roots encountered during the process should be cleanly severed against t12e soil cut. Roots with diameters of two inches and greater should be treated accflrding to the project arborist. . I9. Overcut should not exceed a distance of 18 to 24 inches from a foundation or utitity trench. 20. Prior to construction, I recommend a four-inch layer of coarse wood chips ('1.- to 3/4- inch in size) is manuaIly spread on unpaved soil beneath the trees' canopies. T'hese 21265 Stevens Creek Boulevard, Cupertino City of Cupertino Community Development Department Page 9 of ll 6-188 David L. Babby, Registered Consulting Arborist July 24, 2007 chips must not be placed against the trees' trunk, should remain throughout construction, and can be obtained from a tree service company and/or by contacting wwtiv. reuserinc, com. 21. Any approved activity required beneath a tree's canopy (within and beyond the designated fenced areas) must be performed under direction of the project arborist. 22. All existing, unused lines or pipes beneath the canopies of retained trees should be ~ abandoned and cut off at existing soil grade. 23. Each recommendation that is presented within Section 6.1 of this report and is applicable to the actua] development of the site sha11 be followed. 24. Throughout development, supplemental water must be supplied to the retained trees; the praject arborist shall determine the specific trees, intervals, amounts and application methods. 25. The pruning and removal of trees shall be performed per the project arborist's scope of work and under the supervision of an individual certified by the ISA (and not performed by construction personnel). Any tree stumps being removed beneath or near canopies of retained trees should be ground below grade rather than pulled up with an excavator. All approved tree removaIs should be marked with paint (such as by an "X") prior to being removed. 26. All equipment shall be positioned to avoid the trunks and branches of trees. Where a conflict arises, the project arborist must be contacted fio heip address the situation. 27. All ivy shauld be removed off and at least two feet from the trees' trunks. This work should be manually performed. 21265 Stevens Creek Boulevard, Cupertino Page 10 of ll City of Cupertino Community Developmerri Department 6-189 David L. Babby, Registered Consulting Arborist July 24, 2007 28. The disposal of harmful products (such as chemicals, oil and gasoIine) is prohibited beneath canopies or anywhere on site ~that allows drainage beneath canopies. Herbicides should not be used beneath the trees' canopies; where used on site, they should be Iabeied for safe use near trees. Prepazed By: Date: July 24, 2007 David L. Babby, R ~ "~ ~ A `~. ..~A ~ ~ . ~a5 ;E'e.~._...._., at 21.265 Stevens Creek Boulevard, Cupertino Page I1 af ll Crty of Cupertino Community Development Department 6-190 David L. Babby, Registered ConsultingArborist July 24, 2007 EXHIBIT A: TREE INVENTORY TABLE 21265 Stevens Creek Boulevard, Cupertino City of Cupertino Community Development Departrnent 6-191 TREE IN1iENTORY TABLE ' ; ~ = j ~. - ~ ~ ~ ~`~ Y . O~. ^ O. ' ~ a . ~' ~ -k y '~ G 5 .i . 6Y'~R '£~ : ~ l, :~"> .~, ~ .,j (y.,r ~ _ +~({({~~~I. a ` ~ ~ ~ ~ ~ ~ y <~ ~ ~ ~Y ~ ~'j ' ~ ~ . . ,., _~ ~ ~' ~ ~ ~ ~~ o • -~:o F" Q :~.•g ~' ~ r'~1'~.' . ~ ,;, '^ y '~ ~ _ ~ ~ . - ~"47~e .'T'+ ~` ~ ,.bG~ r"sn« ~~~ ~ vis :.~ C~~" 03 ~• '~! ~ 3 ~ '<w ¢ct ~ ~ ~ ~ ~ A '~" . . - ..'~. a w ~ . ~ ~ ~M ~~ b ~ ~ .~.~ ~ A ~ :~ ~. 7'R`~$. 'TE1~'i. . ~ ~ .b ~ ~: ~ +.. ~, ~ G ,o Q ~ 0 0_ ~,Q ~L.~oQ ~ - ~ r~tw ~ -~ ~' ~ ~ , ~ o ~ ~~ ~ I NO; NO. I'REE NAIv~ ' 4-~ .C7 u`~ . .., r~, v~ .. _ ...: :~ ... C~'. ..O°-..~ :C'l. - ~ :.. >..~,° •.... ~a. q _ . "~_ I 1 I 183 ~ Japan~ e Maple) (~1cer almatum ~ 8, 5, 4 I 15 I 25 I ° 50% I ° 50% I Fair I Low ~ S ~ ' I I I X Comments: Branch dieback and significant irunk damage. 2 S Coast Live Oak (Quercus agri olia ) 19 40 35 75% 100% Good Hi 5 - X Comments: Minor tip dieback. 3 108 Coast Live Oak (Quercus a i olia ) i4 2U 20 50% 75% Fair Moderate 5 - X Comments: Decline in canopy. ~ 4 Coast Live Oak (Quercus agri olia ) 4 15 10 lU0% 75% Good Hi S - X Comments: Crowded growing conditions. Plan#ed beneath tree #5 and should be relocated somewhere else so its cano can achieve a ful] and s etricat form. 5 1 Coast Live Oak ercus a rifolia ) 46 35 60 50% 25% Poor Low 5 - X Comments: Significant cavities and decay throughout trunk and limbs. 6 Coast Live Oak ( uercus a r' olia ) 37 45 b5 50% 50% Fair Moderate 5 - X Comments: Four cables are within canopy. There is a cavity at about eight feet high on east side. 7 102 Coast Live Oak ( ercus a ifolia 39 40 40 25% 50% Poor Low 5 - X Comments: Significant dieback thronghout canopy. Tree in.decline. 3ltere is a large wound at the Iower trunk's east side. One cable is within cano . 8 3 Coast Live Oak ( uercus a ri olia 42 40 45 50% 25% Poor Low 5 - X Comments: Four cable within canopy. Large wounds atong west side. 9 4 Coast Live Oak ( rcus a rifolia ) 7.5 15 10 50% 100% Fair Moderate 5 - X Comments: Sparse canopy. 24 9 Coast Live Oak uercus a i olia 31.5 30 3Q 50% 50% Fair Moderate 5 - X Comments: Sparse foliage. Two cables in canopy. 5fte: 21265 Stevens Creek Boulevaraf, Cupertino Prepared for. Cfty of Cuperffno Comm. Oevelop. AeparL Prepared by: Davfd L. Babby, RCA 1 of 12 July 24, 200T . 6-192 TREE INVENTC3RY TABLE ., ~ ~ : ~ ~:. ~ • s: ~~ ` ~ . ~ - } . , _ ~: _ . ~ . ~ . . ~ . ~ ~ ~ , - o ~ o. y . ,~ ~ ° . ~ .~. 3 3 • : ~ , -~ - ., * ` ' G~~ ~~; c~ =~~ ;~ ~ ~ ~ ` ~ ~ - -~ ~~ ~.$ '~. ~ o_ ~ !~ o ~ `~ o ` • , ~ . . . . . ~ p.~., ` w ' x ~ , . U ..~' ~ ~,: ,r ,. ~•_u'• ~,.~ •-','~- : c. ~ ' ~-'. , `r'`o .~, • o t;'. ~~ ,.~ A •~ ~ .~ ~ ~. ..~ , , - ` , , q. _ ~ ~a r,~ 6 ~ ~. ~ . ~' ~ ~ ~ ~ ~ : ~ ~ - '" . a' `I1tF~. 'Y'A~ : - - `'~ o , ~ ~ ~ . ~ °~ ~: - ~ ~ ° ~, -Q ~ °° ~ ,.. ~~ , Cj o ` ° c N0: NO. TItEE N,AA?IE ~ .C7 •_ u`~ . . r~ urF _ `,~. C,,. . ~ ~ -. Q- ~ . v~ ~ _~ •• F . ~... a. . ~ - `Z. 11 Coast Live Oak I (Quercus agrifolia ) ! I 24.5 I 35 I 30 o I 25 /o ° ~ SQ /o I Poor I Low I 5 ' ~ ~ X I Commenfs: Sparse canopy. 12 18 Coast Live Oak { ercus a rifolia ) 14 20 20 50% 50% Fair Moderate S - X Comments: Sparse canopy. 13 17 Coast Live Oak {Quercus agri olia ) 14.5 25 30 75% F40% Good Hi h 5 - X Cotnments: lq Coast Live Oak ( ercus a ri olia ) 3 8 7 100% 100% Good Hi 5 - X Comments: • 15 Crape Myrtle La erstraemia indica ) 7.5 I O 10 75% 100% Good Hi h 5 - X Comments: 16 Coast Live Oak ( ercus a ifolia 4 10 8 100% 75% Grood Hi h 5 - X Comments: New install. 17 8b Coast Live Oak ( ercus a ifolia 39.5 35 35 SO% 25% Poor I.ow S - X X Comments: There is a large ca.vity along the southwest side. Crape Myrtle ig La erstroemia indica ) 2.5 15 8 75% 100% Good Hi h 5 - X . Comments: 19 Crape Myrtle (La rstroem[aindica) 3,5 15 8 75% 100% Good Hi h S - X Comments: 20 87 Shamel Ash (Fraxinus uhdei ) 17 30 40 50% 25% Poor Low 5 - X Comments: Poor attachment and decay. Sfte: 21265 Stevens Creek 8oulevard, Cupertlno Prepared for. Cify of Cupertino Comm. Develop. Depart Prepered 6y: David L. Sabby, RCA 2 of ?2 Juty 24, 2007 6-193 TREE fNVENTORY T,~~LE ~ _ . . . ~ . ~ , .. ~ P,~ ~ ? . '._' ~ _ r L~'.: . ~ ~ .~. ~ ~ ' ~'"' e ~ _ ~+ ~ , ~ '~'~ a ~~ ~~ 6 0. ~. :° ~ a~ ~ ~ `.~ ' ~ ~ '~' , ~ . . ~ +~. a - p~q_ ' a~ - o - ~ ° o, °b~u'$ ~ .Q ~ .ri, `" ,~ b ,~ ~ . ~: . ' ~ . - ' . . ` ` .- a~ ~ P~ ~. r'^- b ' N, ~ a~ ~' y "": a~ ' `a C~.,~'t~.' w a i ~''D ° .~«. ,.n q v ' ~ A =F" v `~ R . -~ ~ . - , . , ^ o ' q ~ , ~ :~, • m ~.: ~ ~ ~ U4~ ~ ~- ~'.~ ~, ~ \ U.~ ~ ' ~ ~ :~f/~''° ~ , ~ ~Q ~ '~ + ~ '~ ~.,~ . {%~ TI~E~ 'TAG . - . _' ~ b ~ _ ~ "~ ' p ~ o ; V . . -,~ .o ' ,~„1 .~. > ~P ~ - ~ ~ R ~ ~ ~ . ~~ W, =A . o +. • w . o, - ~IO: 'NO. '~E NANIE . E-~ ~- ux. -W.~ x.::: ~ - v~. ~~. O ~ v~ .. .-~ ..- .~. a, , Z. 21 C;rape Myrtie (Lagerstroemia indica ) 3 5 15 10 75% 75% Good High 5 - X Comments: PIanted to deep (like other two crape myrtles)• Shamel Ash z2 (F'raxinus uhdei 23.5 45 45 I00% 50% Good Maferate 5 - X Comments: Shamel Ash 23 (Fraxinus uhdei ) 24 40 35 100% 50% Good Modetate 5 - X Comments; Crape Myrtle 24 (La erstroemia indica ) 4 15 10 75°/a 75% • Good Hi h 5 - 3~ Comments: • Crape Myrtle Zg .(La erstroemia indica ) 3 10 8 75% 75% Good Hi h 5 - X Comments: Shamel Ash 26 Frcorinus uhdei ) 22.5 50 35 50°/a 50% Fair Low 5 - X Comments: . Crape Myrtle Z'7 (Lagerstroemia indica 3 10 S 75% 75% Good Hi h 5 - X Comments: Shamel Ash 28 9 i (Fraxinus uhdei ) 27 50 60 75% 50% Fair Low - X X Comments: Has damaged adjacent hardscape. Shame! Ash 29 92 Fraxinus uhdei) 24 ~ 40 40 75% 25% Fair Low - X X Comments: Cavity along lower trunk. Monterey Pine 30 58 (Pimu radiata 18.5 30 30 25% 50% Poor Low - X X Comments: Tree is dying. Beetle attacks observed. Site: 21265 Stevens Creek Soulevard, Cupertino Prepared for: City of Cupertfno Comm. Develop. Deparf. Prepared by: Davld L 8abby, RCA 3 of 12 • July 24, 2007 6-194 TREE INVENTO~Y TABLE _ _ . .. . . .. ; :~, a' ~ ~,'. . a.,. ' >:;° . . .. , 'o" . . o" .~, .~p'~'Z ~ ._ ~ ' ` . . •" `{ ' .~ ~ ~ ~ a' ~ ~.~ - ~ j b . ~ ' ~`~a: ° ~ ~, ..~ ~. _ ~~ 3 ~ ~ . ~ - , ,~„ , ~ _ . ' , ~ ~ , ~ '~ ~ a ~ - ~ ~ ° o.". ~.~ o. ~ 'o° C A" w . ~ ~ ~ ~ ~ ~~~ y ' " J ~ ~+. '.,~ ~ ~ . . ~ ~. ,t~ r . ~ ~ .bu+ vl, R'~.. F~ .Q ~ '~~~. .aW y .l~ ~ g .E i ~"' .~ . ~. ~ ' +^ O . a+ , ~ v ' ~ GU ' i~ -~ y ~ ~"' , . ~..; o :._~ m -~ ~ ~ ~ ~ ~ . TTtR~` . . `PAG . : _ . ;~ ., r~ ° ~ '.a a, „ , ~ ~ ~ ~ ~ - . . ,~ b ° ~ ~ ~ . 6 U ., ~ :i ~ ,a `" -~ < <., ~ ~ o q Y ,. a~ , •C.-~, ~ , _ .. . . . ,. . ' , . : , . . . ` ~ g ~ ~ . o _ ~ . ~ ~ ~ n ~ A o - w ~ -' , NO. NO. - . TR'EENAME . E~,c7 u ~~: , : c~i .rn • .~C.: 3.• > ? a.,.. :t . . ~ . ;~ ::- .~.~.; _ _ .° ,- 31 57 Monterey Pine Pimts radicrta 14 20 24 25% 75% Poor Low - X X Comments: Tree is dying. 32 56 Monterey Pine Pinus radiala ) 23.5 35 35 50% 75% k'air Moderate - X X Comments: Sparse canopy. 33 55 Monterey Pine (Pinus radiata} 17.5 34 30 75% 50% Fair Moderate - X X Comments: 34 54 Monterey Pine (Pinus radiata 22 25 35 75% 50% Fair Moderate - X • Comments: 35 53 Monterey Pine (Pinus radiata ) 23 30 30 25% 50% Poor -Low - X Comments: Tree is dying. Beetle attacks observed 36 Willow-Leafed Pepparmint (Ettcaly tus nicholii 13.5 25 20 100% 75% Good Moderate - X CommenYS: 37 Aleppo Pine (Pinus hala ensis ) 14.5 15 20 75% 75% Good Moderate - X Comments: 38 Willow-Leafed Peppemunt Eucaly tusnicholii t2.5 20 20 100% 50% Good Moderate - X Comments: 39 Coast Live Oak { ercus agrt olia ) 7 12 15 104% 75°/a Good Hi h - X X Comments: Ivy covering trunk. 40 44 Monterey Pine (Pinus radiata 12 10 ZO 50% 75% Fair Low - X Comments: Short tree with low-branching architecture. Tree is situated within island of parking lot (see map for its estimated location). 5ite: 21265 Stevens Creek Boulevaraf, Cupertfno Prepared fvr: City af Cupertino Comm. Deve/op. Depart. Prepared by: Davfd L. Babby, RCA 4 of 12 July 24, 2007 6-195 Ti REE INVENTORY TtiBLE ` ~ ~ ~ n ~ ~ Y > y ~ y ~'~+j - M1 - - . + t~R . h ' 9 4. i -~~ • P 4 F 4 Qx . 3~ O k ~t~.j` ~ ~ y.~ 6 t~S ~ ~ 3 . . ~ .~~.~0.. ~ .Y. ~ `~ ~{., 1 3 ~'~ , ~q r ,~ 3 F~ ~ ~ _~ , ~ U f ' ; ~ .~. ~ ~ • ; • - ~• C s d -~. _ c~ .~ ~° ~.$ .+ ~` O sQ ' .:Ylt ~ •p .. ~S :~ :,~ ~~ m . y a~" ..:Qi''. p.'' . ~ ' . . - .~ `:~`~?+ ` ~° ' , " ^~1' q. ~" '~'-~ ~ , a-~ • `~'~a f <Q y U ,g~ ~~ ~ h r~ ~- Y~o.. F+ ~ • , :_ _ I.n fR ro- b ~ ~ ~ ~`,~i c~:~" ~' ~: b ~-~ .~~ ~ -~'~ Q~ ;~'.~ - • Ir ` 'g ~ . A. 'IRF.~. TA~i - a . ~ u . r ~- ~,°oQ° ~°oo- ~: ~° ;:a ao , ~ ~ 'A $• - o ; o i~IO: N0 T'REEIV.4ME" C7 `f ~ n: ~•~' i ° : l7• ~cn ~ .~ ~ •,~ " ~" ~;° . . . ,u t,u,t r ~. . . r: . a ~ _ 4I Wiilow-Leafed Peppermint (Euca tus nicholii 13.5 20 20 lOQ% 50% Good Moderate - X Comments: 42 47 Monterey Pine (Pinus radiata ) 15.5 I S 20 75% 50°/a Fa'u Moderate - X Comments: 43 Wiilow-Leafed Peppermint (Eucal ~us nicholit ) i4 30 20 I OQ% 75% Good Moderate - X Comments: 44 45 Monterey Pine (Pirtusradiata) 20 30 30 U% ~ 0% Dead Low - X Comments: Tree is dead. 45 Willow-I.eafed Peppermint (Bucaly tus nicholii ) i6 20 20 i0Q% 75% Good Moderate - X X - Comments: . 45 42 Monterey Pine (Pinus radiata ) I7 20 20 50% 75% Fair Moderate - X Comments: Tree is decIining, 47 Willow-i.eafed Peppermint (,Eucal ptus nicholii ) 17.5 25 25 100% 25% Fair ~ Moderate - X Comments: Weak attachment between two leaders, 48 Monterey Pine (Pimrs radiata 20.5 30 35 25% 54% Poor Low - X Comments: Has declined severeIy as 60-percent of canopy is dead. Has significantly been attacked by bark beetles. 49 39 Monterey Pine (Pinusradiata) 22.5 25 30 75% 75% Good Moderate - X Comments: 50 38 Monterey Pine Pirius radiata 20.5 35 30 25% 75% Poor Low - X Comments: Tree is dying. Slte: 21265 Stevens Creek 8oulevard, Cupertino Prepared for: Clty of Cuperfino Comm. Aevelop. Depart. Prepared by: David l.. Babby, RCA 5 of J2 July 24, ~00,~96 TREE INVENTORY TABLE - .w~y ~' .. ~ Vl ~ f~A ~. r~ _ - . '~ : ~ . - .V! . , ~ a' " r,_ ' R =39 . ~~ ~ ° . ~i .~ ~ ~ , ~ ...~ R . '; _ ~ _~6 . ~ : ,~ .~ ; ~ , ~6 f ~ .: . ~ A ~ y. ~~ .~ -~ ~+ ~ ~ ~.{, ~ " , ~ . ~- ~ ~ ~ O'", p . ~..0 '~ O ~ ~ ~ ~ ~A ~ : u ' ~;. G ~ ~ ' .. ~ ~. , y~~'. x` . ~' . .; C) ~ ~., . ~ ~'- . _ 'L7 o '~ . ,~p.,~ o y ..0 ~ p' ~, . .jf:y ..`p',.'. . . ~ : ~ ~ y . ~, ~ .~. .-r ~-} ~y ~W '~y <o ~ y U ~ ~ F ~ F ~ i , ^ y 'FY~•~ ~~, 0Y " Y 'ro` ~.`~..:• ~ ~ ~.~(1'~{~ r'' ~/}~ _« ' ~~ WLy.Q~1-~i '}' `6 ~r ~ ~y ~ ~'~ ~~ ~ •:N ~ U ~E ~ VI 5 ~ .: ; ~ ts . '.Ci ' ~ TRE~` ~'AG -- ": ~ d ' ,'~ ~O ~ ~ .__ ~ ja~ pl. +~ $ - x ! V ~ p - • ` .W ~. c~ ° . - ~.•x - M ~.~ ° ` . ~ w~ ~° ~ + 4 _~~ , .: _ ' a ~Z ' IaiO; NO~ TREE NA1~~E . F-~ .U r~: r,ii: co- , ; ~.. r~a .... . ~~., , Q rn ..: _ :. ,...~ ;... a. . : 51 37 Shamel Ash (Fraxinus uhdei ) 2I 45 35 50% 50% Fair Moderate - X X Comments: g2 Shamel Ash (Fraxinus uhdei -1b.5 45 30 75°10 25% Fair Moderate 1 - Comments: Tree is situated behind fence. 53 I36 Monterey Pine (Pinus radiata ) 23 40 40 SQ% 75% Fair Moderate - X X Comments: 54 ($3 Monterey Pine (Pinus radiata ) 19 30 30 50% 75% Fair Moderate - X X Comments: ~ 55 184 Monterey Pine (Pinus radiata ) 21 25 30 50% 50% Fair Moderate - X X Comments: 56 185 Monterey Pi~ (Pinus radiata 16 35 25 75% 75°/a Good Moderate 1 - X Commenfs: ' 57 186 Raywood Ash {Fraxinus o. 'Ra ood') 12.5 25 30 75% 50% Fair ModeraYe 3 - X Comments: 58 Shamel Ash Fraxinus uhdei ) 4 20 15 7S% 25% Fair I.ow - 3~ X Comments: 'Iliis tree is a volunteer. Diameter reflects measurement at base of its trunk. 59 137 Shamel Ash {Fraxinus uhdei ) 17.5 45 40 100% 50% Good Moderate - X ' X'I " Comments: Adjacent to maintenance shed 60 l38 Shemel Ash (Frarimcs uhdei 16 40 30 100% 25% Fair Low - X X Comments: Has a large girdling root and poor structure. Is adjacent ta maintenance shed Slte: 212fi5 Stevens Creek Boulevard, Cupertino Prepared for: City of Cupertfno Comm. Devefop. DeparL Prepared by: David L. Babby, RCA 6 of 12 July 24, 2007 6-197 TREE II~VENTORY TABLE iyi. 1 4 S ; ry~_r ~ ~ ' :~~r ~ ~ i i t ~x t -~ -O. ~' t,Y ~•1~ 4f~/l!Q t -~Y ~ y± '3'~ 'Y '~ ~ t ~3 ~ • ~ ~ ~ ~ ¢, ~ i ~ ~ { i~ ~} ~ ~a ~ = f~ '~ ~ { ,~ , cd ~ : .,~" ~+ ~ _ Fyy ~a ~ _ ' ,M1N~ ~" ~ ~ p ~ p O _ ~' _~.' .~ .p, 0.~ ~ .~~ „ 'r CO .~~ '.E~ J~ ~ - - 1 ° ~ ' F+, ~ • ~ ~r~i ~ ~ t Ga_~•. --i y~• -0.: ~ y,r~ x'A °~~4~j` -.U ~ .s :~ ~' e , ~ ~ . . , . . "~'4 b: ~ 6~7. ~ ~ - ~ ' ~. ~ y 4j ~ ~. ~ , ~~ LQ ~ `~ .~Q' ~- ~ ~ ~ V, ~. ~ i~„f, ~ .G ~ ~'N . ~ ": , ~ ~p, ,. EJ vui .`~ : ~ w' 'O~. ~,~ .. ~ . ~`R~~ ~'AG . . . . , ~ ~o • ~ - £.', , ,~ ~, - °'- o - Q ~ ~ ~ ~ ~ ~, ' ~ . ~ ,, ' NO:~ _ . .. : ~ N0. .~ . . . I'REE~NAI~ . ''.~ . . . _ . . .. . _ . : ~ ~' _N:C7 : y - ;. czr_ ~„ en.<. w,ra:` _ a~ ~ _ 5~...~ , ,Py_ ,~, . v~~.~. .~ U ' - ~..0~~... ~ ~ „.v~.... . c ~!. :~ ~,: .:~ ° ....o,< - „ • a ,'._. ~ ~'Z,'. ~ 6l 139 Shamel Ash (Fraxinusuhdei} I 13.5 I 30 ~ 25 I ° I00% I ° 4 25/o ~ Fair ~ Low ~ - I X ~ I ~ X CoLnments: Has sustained severe root damage. Its canopy is highly asymmetricai canopy and grows in crowded conditions. Is ad'acent to maintenance shed. 62 35 Shamel Ash (Frazimas uhdei ) 24.5 50 50 75% 54% Fair Moderate - X X Co~nments: Causing hardscape damage, 63 Shamel Ash (.F'raxinus uhdei 25 35 40 50% 50% Fair Low - X X Comments: Branch dieback. • 64 31 Shamel Ash (Fraxinus uhdei 22.5 35 35 75% SQ% Fair Low I - X Comments: 65 30 Shamel Ash Fraxinusuhdei) 18 45 25 50% 25% Poor Low~ - X X Comments: Branch dieback. 66 Shamel Ash Fraxim~s uhdei ) 28.5 55 55 l00% 25% Fair Moderate t* - Comments: If partcing island is reconftgiued to require acry soil cuts or excavation; otherwise it is a"3." 67 Coast Live Oak ( uercus a i olia ) 20,5, 15 35 50 75% 75% Gaod High 1* - X Comments: If low-growing, northwest limb requires removal; otherwise it is a"2." 68 Evergreen Pear (P us kcrwakamii 14.5, 1 I 25 55 100% 50% Good Moderate - X Comments: Grows in e raised planter. 69 Crape Myrtle (La erstroemia indica 4.5{5), 2.5 20 20 75% 50% Fair Modecate - X X Comments; 70 ~ ~(Pittosporum eugenioides) ~ 8, 8, b ~ 25 ~ 30 ~ 75% ~ 5(?% ~ Fair ~ Moderate ~ - ~ X Comments: Sfte: 21265 Stevens Creek Boulevaral, Cupertina Prepared foi: Cfty of Cupertfno Comm. Develop. Deparf. Prepared by: Aavid L. Babby, RCA 7 of J2 July 24, 2007 6-198 TREE tNVE~i i ORY TABLE __ . . . . ~~~ . •'• ~L :s , V ' ~ 'l~~~a y~ L~. 1 i. ~ . , o - w e ~ ' ~ ~ `~' ~ ^ ~ `r' . . O ~ ~ ^ ~''' b b ;~ ,~ ~ ' ~ ~ t/ "_.~ ~ ~ ` .~ ~ ~ . • . , . ~S' , - `~` n . - O ~o ~ ~'d ~ A g. , `Ai R' II ~ , ~0 ~ u {?t . . . , . . . .+ . ~ ;~i , ~ ~ • ~ ~ ~ •N ~f~ ' ~ ~ =~ . t~ ~. ~ ~ ~ ' ~ af ~ .~: ~ '~ ~ y Gi ~ G ~ ~. ' . ~ ~+ ~ d ' - ~ ~ ~ ` Ol ~ 77 •V F-F ' ~ ` ~. ' ,•: ' ` , " - s~ ti .~ A~~ °' ' 'd ~. - _ . ~ ~- ~ '~,~ ~ I~ .ap: ~ ~ . I~ ~ 6 e. { .. l . . ~~: ~ , .: ~~ °p :~si'.c a~~ O. ;c~: y ~ o ~ ~ y s~', ;,~, ° .. , a `~ '~.:.. '~ R F.E TAG _ • - : ~ - _ ~ ~ °~'- ~'' Fid o• ~ o ~ ~ : ~ •~ ~ :: ~ - :9 • =~c~ ' `'p' ~ o.~'• , -Z • 3~T0: ~~IO: ~EN~ ,H:E7 ~ .ui..~= .'u~,.rt i.. :~~ ~ _ . ~.. r v~ . e.., : . . . : , : 71 Tree-of-Heaven ~ 4, 4, 3, ~ (Ailanthus altissima ) 2, 2 I 20 I 15• I 100% ° I 25 /o ~ Fair I Lor'v ' { I { X f I I x Commenis: 72 133 . Holty Oak ( ercus ilex ) 13.5 30 3Q 75% 50% Fair Low - X X Comments: Wound along lower trunk. . 73 172 Shamel Ash (Fraxinus uhdei ) 19 35 30 75% 50% Fair Moderate - X X Comments: 74 I ' (Fraxircus uhdei ) I 18 I 30 I 30 I 75% ~ 50% ~ Fair ( Moderate i - ~ X ~ ~ X • Comments: Shamel Ash 75 I71 (Frcttinus uhdei 14.5 25 25 25% 50% Poor Low - X X Comments: Significant dieback. Shamel Ash • 76 71 (Fraxinus uhdei ) ] 4.5 20 20 50% SQ% Fair Low - X X Comments: 77 132 Shamel Ash {Fraximts uhdei ) 19 40 30 25% 50% Poor I,ow - X X Comments: '78 32 Shamel Ash (Frmcinus uhdei } 11 2Q ZO 75% 50% Fair Low - X X Commenis: 79 68 Chinese Pistache (Pistacia chinensis 4.5 ]0 10 I00°/n 100°/n Good Moderate - X X Comments: gp (>9 Chinese Pistache (Pistacia chinensis 6 15 20 l00% 100% Good Moderate - X X Comments: Site: 21265 Sfevens Creek Bou/evard, Cupertino Prepared for. City of Cupertino Comm. Develop. Depart 8 of ?2 July 24 20p7 Prepared by: David [.. Babby, RCA $- 199 TREE INVENT~RY TABLE _ _ : a-~~ ~~ '~i =~~ ~ 3 ~ ~ ~ . . : ~ . ~~ s ' ~ w - G' b- ~'~? o ~ ,~ ~ ~ ~ ~~ ~ ~ ~ i ~ ~ . . . ' . y..f..'' ~' ~..`~, O ~ ;~~o .~g ; ~.g.. a •~. ~ ~.~ , ~.~.~ = :~ ~ . . ~a ' . : , . . , . . _ ~ Q^~y. , x" ~ ..:' q ~~ "~' ,~; ~. + Q :~ ~ o .w.,~ . ~ r.. .o ~}s ~g~~ .U ~1 ., , _~! ~ ' .'o _ w ~~ b ~.. ~~ '~ ~~ ~ •U`~ b '~ ,CA ~ I ~ 6 ~ CJ. `c~ ~ ;~' " ~ ~ ' ~ . ,~,m •-!~ ~~~ '~ ` '~ - ~~~: TRF.~ TA(3 . . - _4 . ' - : ~ ~ . , ~,• ~ ~,; ~ o, ~ o~ ~ . ~ ~ , ~ ~ -~ ~y ;.~ ~ `~ ~' , NO: . N0, ~ ~'R.~E NAI~tE : . . ~ . [-~ .c7 : . cr~~ . ~ ~i. ~ r,~ rn _ • t, x. ~.:, ' , - rn ..,.. :~ ~ , , . rn x . :M ~• •.ar. ,M1~, . ., .:~ . . `z~ -.: ~ 81 ~ ( (Pistacio chinensis ) ~ 8.5 ~ l5 ~ 25 ~ 100% ~ 100% ~ Good ~ Moderate ~ - ~ X J ~ X ~ Comments: g2 Chinese Pistache {Pistacia chinensrs ) 8 15 20 l00% I00% Good Moderate - X X Comments: 83 Chinese Pistache Pistacfa chinerrsis 7.5 15 25 100% 100% Good Moderate - X X Comments: 84 Chinese Pistache (Pistacia chinensis } 7 10 20 75% 100% Good Moderate • - X X Comments: 85 Chinese Pistache ~ (Pistacia chinensis ) 4 10 10 100% 75°/a Good Moderatc - X X Comments: 86 164 Chinese Pistache Pistacia chinensis ) 4.5 l0 14 75% 75% Good Moderate - X X Comments: 87 Chinese Pistache (Pistacia chinensis } 6 10 , 15 100% lOQ% Good Moderate - X X Comments: 88 • Chinese Pistache (Pistacia chinensls ) 6 ] 0 20 50% 100% Fair Moderate - X X Comments: . 89 62 Chinese Pistache (Pistacia chinerrsis ) 7.5 15 20 100% 100% Good Moderate - X X Comments: 90 Chinese Pistache Pistacia chinensis 7 1Q 20 100% 50% Good Moderate - X X Comments: S/te: 21265 Stevens Creek 8oulevard, Cupertino Prepared for: Clry of Cupertfno Comm. Deve/op. Depart. Prepared by: Davld L Babby, RCA 9 of 12 July 24, 2047 6 - 200 Ti REE INVENTO rrclr" TABLE - i ~~lyQ ~ Q~ YI'~ a ~ ~+ t ~ O ~y..+., .. O, H ' - •.F a.~. }s{ (O _ y~ .~S 'µ.~3~ ... y '4 .Li" ~ `£ L~ ; t . ~ ' ~ ~ , ~ ~ : ~ 3 : -; ^~ ~ ~ '~ a~. ~ ~ . . . . _ . , - H Qi~ ,~ °~j o ~-. ~o-$, ~; a _~ a+ Q~ ~~~o ' r.~ ~G :a~ 0' 4~ , . . _ ,a~ ~_ a""i. '~ ~ ~ «. ~ ~ ~v ~ -:; ~ `vr, .~ o, a ~, ~ ~ . ~°_ ,~ . ~ ~' Q A ~ ' ~ a ;F j ~ : ~~'"~ .w ~ ,.., ~ a C~~~6 ,- . ~ o ~~ . ' , . TREE , 'FAG: " . ~ , _. . . ~ ` . '~ `~ '' v : ~ ~ ~ ' ~ ~ "~ • y ~ c... ~ : o.•°.~'o ~,~3 G <$. p ~y .;~ ao °'Q ' '~ x °~ ''o. A o , ~w Y ' o ; ..~ - US u.;• . , - n ~ ~ c,;. a~ o.. ` .~S °Q. . >~ ~, ` ~ ~ . !~,-. - ;S . _~~ ~ -w ° ' `~ ", ~I~: 1~T0. ~REE NAI~t~ , E=~ C~ _ _ r~ : . r~t, vr : ~ C., , ra :; . Q _,.. . ur ... ~. , .~: w . _ _ : 9I Chinese Pistache I (Pistacia chinensis ) ~ 5 5 I 10 ~ 20 o I 100 /0 o I 75 /o I Good ~ I Moderate - I ~ X I I X Comments: 92 Chinese Pistache (Pistacia chinensis ) 5.5 15 20 50% ?5% Fair Moderate - X X Comments: ~ 93 I73 Evergreen Pear (Pyrus kawakamii 11.5 20 25 ]00% 75% Good Moderate - X X ~ Comments: g4 Evergreen Pear (P s kawakamii} 8.5 15 20 l00% 75% Good Moderate - X ' X Comments: , ~ 95 74 Shamel Ash (Frmrim~s uhdei ) 24.5 35 35 50% 5{l% Fair Low - X X Comments: 96 Pistacia chinensis 5.5 15 20 100% 75°/a Good Moderate 3 - 7~ Comments: g7 Chinese Pistache (Pi~tacia chinensis 6.5 15 25 100% 75% Good Moderate 5 - 7~ Comments: 9g Chinese Pistache (PistaciQ chinerrsis ) 6 15 20 100% l0d°/a Good Moderate 5 - X Comments: 99 Chinese Pistache {Pistacia chinensis ) 8 15 30 100°/a 5(}% Good Moderate 5 - X Comments: I00 Chinese Pistache (Pislacia chine~rsis) 4.5 10 20 lIXl% 75% Good Moderate 5 - X Comments: Site: 21265 Stevens Creek Boulevard, Cupertfno Prepa~ed for. City of Cuperfino Comm. Develop. Depart. Prepared by: David L Sabby, RCA . 90 of 12 July 24,~2og~ 1 Ti REE INVENTORY TABLE . ~ ~ ~ . - ~. ~. ~ - ~ . ~ c .. E.y. ~i ^ ~ ~ ~ ~ • _ ~ l~ `~ ` y , ~ _ ~~, p, , -, ~ v ~ ~- ~r ~ •~ ~ ~ t ~3 m °yv :~ ; ~. . . , , ~ ~ ~ ~ ~ ~ ^. a 6 O ~.' ~ ~1 ` b N~`J ~ ~ Q ~, .~ Ipr ~ ,,;, ~ , ~ ~ S ~ ~ .~` ~ ~ - < i ~ ~ s) ~ O> ~ ~ 4 m . { ~ " ~ ~ ~ °3 ~ ~+-~- N ~ n . " 4 ;L~ : F`~~ Y "V. p 41 ~~+~ ~ Il ~ !/1 W W `'(~' V1 .. ~y H ' 'rq '-. . O ~ _ ~ ` ` ^ ~ ~ , A `°~ : r i , .~ ~ ~ ~• U , . , . ~•:~ . ,.~ ~ ; :aJ~ i ~x~ ~:.~ ~ Y _~ ~ . , ,~ ~ ;~' y-. ~ ' T . - . . ~. '~ ~ - i ~ ` ~+ ~`'~ 0 6 ~'0. ~~'~ ~ ~ m . ~ 7 :~ ~. = y ~}". C.. .1~~7 .. . ; : . C3 ~ ;~. ~' i ~ ,. ~ crd ~ - p ~ ~ • Ci ~ j Q -`^ '' ~' .~ffl, ' NtJ; NO:: T'REE NAIVIE .. -. p ~+ e7•: y r r ~ ri~ p> `~ Q ~ O ~ ~ ~xv c w ~ o -~ ~ A,, '. ; _ . 3 .: .u~.: ~"., cr~ ..,. . tn .. .., _ w: ~__ Chinese Pistache 101 (Pistacia chinensis ) 5 15 25 100% 75% Godd Moderate 5 - X Comments: Coast Live Oak l02 ( ercus a 1 olia ) 28 30 50 50% 25% Poor Low S - X X CommenFs: Cavities throughout tr~e, sparse foliage. ~ l03 I 84 I (Japart~se Mapie> Acer almatum I 7, 6.5, 5.5 I 25 ~ 30 I ° lOQ/o I ° 50% ~ Good ~ Maderate ~ S I - ~ I ~ Comments: 104 83 Pittosponim (Piitosporum eugenioldes) 12 IS 2Q 75% 50% Fair Moderate 5 - Comments: 105 Coast Live Oak (Quercus a ifolia 49 45 $0 75% 50% Fair Hi 5 - X Comments: Has about six cables in canopy, I06 20 Coast Live Oak ttercus agri olia ) 13 t5 25 50% 75% Fair Moderate 5 - X Comments: Sperse canopy. l07 23 Shamel Ash (Fraxinus uhdei ) 26 45 60 . l 00°/a 50% Good Moderate 5 - X Comments: 108 22 Shamel Ash Fraxinus uhdei 20 40 40 75% 25% Fair Low 5 - X Comments: ~ ~ ~ Monterey Pin j I I I ~ ° I ~ ~ I I - I I I l09 21 Pinus radiata 20 35 30 75 /0 50% Fair Low 5 X Comments: Canary Island Pine 110 Pinuscanariensis) 2.5 i0 b0 100'~0 lU0% Good High 5 - }( Comments: New install. 5ite: 21265 Stevens Cr~sek Boulevard, Cupertfno Prepared fior: City of Cupertino Comrr~. Develop. Depart Prepa~d by: Davld ,L. Babby, RCA 71 of ?2 July 24, ~OOJ02 TREE i~sVEN3'~RY TABLE .. . . ~ ~ r ` ~ N . Y ~ ~ r ~ . v ' . . ~ . r n 1 ~ ~ /l ~ wu.. ~ ~' ,~~ . . x ~ /1 ~~ ~ ~ ~ 'CiF ~~ r' a ~ - .. - , . .. ~ `o a ' b: ~ '~Q' ~;7b; ~' Q`` o ~ ~ ~ ~ ~ r~ r~ ~'b f * R: ~ L~j ~ ~ tV ~ b. V _ ` ` .oi~ . ~P ~. C1. ~ O ' n f7 0 .~ p ~' p C,~ ~• . ~ H ~T,-9! '4i t0 ~0 d. ~ y F" . . ~i r ."O',° . ~ ~ o ..pq •, ~ ~ • ~a b ^;' ~J ~ ~ ' ~ ' N~ Li ~ , u ~ ~, it. r~; a~ ~ ~ o ~,. 4 ~ o .W ~R c m ('~ ~ G~ ~ Z _ :s y : , - , . . a ~ ,. ~ ~ ~cO ~. ~ m ~~,. ' ,b :: ~ `: ~ ,b. U ~- _~ ,~ ~ ~ ~~:~ ~ ~ ~ m ~ u ~ y .~. C ~ : ~, .+N+ ~ - fl~. 'I RF.~ N Tt~G : O ` : VIE ~ENA ' ' v ~ ~ ~ ~ . _.~ ~. a~ : +,... i'., `~ ~.. o ~o ` ~-~ ~ ~ .:A: ~ °~ . oo ~ ~ a~ II ~.~`. ~ ,A °~ o .~ y • o ~ w ;,. _~°..: Q.- I~f . 1 T R ,C ? t~.~. ;r cs .C.~., v~• .. ~O :rr~. . : r ~ 111 93 Ffowering Pear (Pyrus calleryana ) 14 25 25 100% 25% Fair Low 5 - X __ Comments: Excessive limb weight over road; branch/limb failure will be a subsequent result unless pruning occurred, 112 Plowering Pear (P us calleryana ) 14 20 25 i 00% 25% Fair Low 5 - X Comments: 113 Coasi Live Oak ( uercus a rifolia 49 35 60 50% 25% Poor Low 5 - X Comments: There is a lazge cavity along lower trunk and various other locations within canopy. External signs of intemal deca was also observed. 114 Coast Live Oak (, rcus a ifolia ) 13.5 20 25 lOQ°/a 50% Good Hi h 5 - X Comments: 1IS 10 Coast Live Oak ( ercus a ifolia ) 17.5 25 30 ]00% 75% Good H'igh 5 - X Commenis: 116 Chinese Pistache {Pistacia chinensis ) 6.5 15 20 l OQ% 50% Good Moderate 5 - Comments: 117 13 Chinese Pistache (1'istacia chinensis ) b.5 15 20 l00% 75% Good Moderate 5 - Commen#s: I18 Chinese Pistache (Pistacia chinerrsis 6.5 15 25 100% 75% Good Moderate 5 - Comments: 119 I I (Pistacia chinensis } ~ 5.5 ~ 15 ~ 20 ~ 75% ~ 100% ~ Good ~ Modecate ~ 5 ~ - Comments: Sife: 21285 5tevens Creek Boulevarat, Cupertrno Prepared for. Cify of Cupertfno Comm. Develop. Depart PrepaYed by: Davfd L. 8abby, RCA i2 af 12 July 24, 2007 6-203 David L. Babby, Registered Consulting.4rborist July 24, 2007 EXHLBIT' B: SITE MAP 21265 Stevens Creek Boulevard Cupertino City of Cupertino Community Development Department 6-204 212s5 STEVENS CREEK BOULEVARD, CUPERTINO Exhibit C Colin Jung From: Beth~Ebben on behalf of City of Cupertino Pianning Dept. Sent: Thursday, May 01, 2008 9:08 AM To: Colin Jung Subject: FW: Oaks Shopping Center Projec# for your file... ----°Original Message----- ~rom: Jennifer Griffin [mailto:grenna5000@yahoo.com] Sent: Wednesday, April 30, 2008 1:23 PM To: City of Cupertinfl Planning Dept. . Cc: Igiefer@sbcgkobal.net; grenna500Q@yahoo.com Subject: Oaks Shopping Center Project Dear Plaz~ning Deparbment: I see that pians for the Oaks Shopping Center have been submitted, and are being heard at the Envixonmental Review Committee toda.y, April 30, 20Q8, at 4:30 PM. I am very concerned about the number of trees being rernoved on the property and the density of the buildings being built in the western portion af the shopping centex. While the idea of having a business center at the Oaks is very nice, the sheer size of the two buildings being proposed seems just to be too much for the shopping center. . The hotel is very massive and has little articulation. Also, having the two build'zngs set only 15 feet from the Highway 85 soundwall pzojects an image of a.solid, high-density multi-story facade along the freeways. The Oaks is a beautifiil shoppix~.g center with Iush vegeta.tion and plantings and the overall size and density of these buildings doesn't match that tranquil atrnosphere. I am also worried about the effect on parking and iraffic in the Shopping Center and on the surrounding streets and major intersections of Mary and Stevens Creek Bivd. and Highway 85 and Stevens Creek Blvd. Also, the impact on stuent traffic from the De Anza campus and exit at Stevens Creek a.nd Highway 85 is of major conae.rn. Thank you very much. Sincerely, Jennifer Griffm contr s-zos ~~~~i~nnQ Page 1 of I Colin Jung From: Beth Ebben on~ beha~f af City of Cupertino Planning Dept Sent: Monday, May 19, 2008 5:34 PM To: Colin Jung Subject: FUV: The Oaks Shopping Center (Karen Ngo) for your file.... -----Origina! Message---- From: Ray Garland [mailto:ray.garland@mail.com] Sent: Monday, May 19, 2008 11:23 AM To: City of Cupertino Planning Depfi. Subject: The Oaks Shopping Center (Karen Ngo} Gentlemen, As a long-time Cupertino resident, 1 wish to voice my support of this application. Since the theater went dark this has been an eyesore and undenased propetty. I believe the plans as autlined in the Notice of Public Hearing would be an attractive benefit to the city and its residen#s. Raymond L. Garland 21890 Meadowview Lane Cupertina,CA 95014 408-255-6916 s - 20~ 5/22/2008 EXHIBiT B ~ 1 Colin Jung From: Larry Cannon [cdgplan@pacbell.net] Sent: Friday, May 30, 2~08 5:36 PM To: Colin Jung Cc: Steve Piasecki Subject: Marriatt Residence Inn Colin I looked at a number of approaches, and finally settled on the most simple, straight forward on. First, I went to the Marriott Residence Inx~ web site to see what1styles they have buiit in California. There is just about every style one might want to consider. Most are the ones that seemed to approach the building as a"home away from home" with a very strong traditional residential character with vvood siding and steep pitched roofs. T anly found one example of the new prototype (San Diego Oceanside), but there were a couple of other interesting ones - these are shown on one of the attachments. My impression of the new prototype is that the entry lobby structure is interesting, but filiat the main building is not much diff~rent from, or better than, the normal mid-range motor hotel. The main "tower" behind the lobby looked especially lacking in interest. The suggested changes include the following: 1. Use clay tiles to match #he shopping center on all roofs {I believe you said tha# the applicant has already agreed to this}. 2. E~ctend the roof overhangs on all sides of all roofs and treat with the brackets shown on the upper roof element at the lobby. Currently, they seem to be limited to a few places facing the front of the structure.. Adding some richness and detail at the roof overhangs will help, I think. 3. Adding balconies or grilles at some of the windows - balconies would be best. If just grilles are used, they need to have some dimensional projection from the face of the ~wall. I note that the prototype photo looks like it has some window grilles, but they are just filled in almost flush with the window, which is not sufficient to have any significant impact. {This approach was taken on the Cypress Hotel}. The San Diego Dowz~towrz Residence.Inn has some slightiy projecting grilles. 4. Adding sonne awnings on the structure (This approach was also taken on the Cypress Hotel). The awnings and the balconies above should be carried around all sides of the structure, not just placed on the front elevation. They will help add visual interest to the freeway side and will assist in screening the windows from the west sun exposure. ~ 5. Carry the brick base of the lobby building around on all sides of the main building. 6. Intensify the color a bit on the stucco at the base portion of the building. Please don't take any colors #hat you see on these diagrams literally. They are quite different on both my monitor and my printer, so what they Iook Iike on youz equipment is anyone's guess. 7. Push the windows back from the wall face as much as possible. That helped a lot at the Cypress Hotel, and should be easier here given the window trim proposed. I also studied the use of wood siding on the top floor (often a technique to reduce visual height, add 6 - 208 6i4izaog Page 2 of 2 interest at the top of buildings, and establish a stronger residen~ial image), but decided it was too much. Go to the links listed below to download the pd.f files. Let me know if you need anything further, I should be in the office all day on Monday. Larry httQ%/vvww.mediafire.com/?t 1 r~vi0yd5h http://www.mediafire.com/?snwnul nlbmx ht ://www.mediafire.com/?vt9pl,ybq~ http://www.niediafire.com/?mh2smlyl~mb s - zos b/4/2008 Baicony / GriEle Examples Marriott Residence lnn Cupertino CANNON DESIGN GROUP May 30, 2008 Add awnings and balcony/gri[les Balcortfes need to project to be effectfve •~ ~~ ~ ~~ . A& B: Use extended eave with brackets at all roofs Darker base color Achitecturat Enhancements Marriott Residence !nn Cupertinc " CANNON DESIGN GROUP May 30, 2008 ~ N San Dtego Oceansfde New Prototype San Diego Downtown Note arvnings and balconies Marriott Residential Inn Examples Marriott Residence lnn Cupertino tos Angeles Westlake Vtllage Note winctows and brackets at bay popout QaANNON DESIGN GROUP 11+~y 30, 2008 N Achitectural Enhancements Marriott Residence Inn Cupertlno CANNON DESIGN GROUP May 30, 2008 -=~l... 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A mirio~ ,~C ?o,d00 ~t~~ ~L•. ar~~t~ tM~cti~~~i- v~ ~loa i.c~L•A~ s~~~+• .. . . _ ~ndjusq.n~n~ iiti ~.•o~t:~~~n~ e~~zd m~y kaa~'t:~~.~rn~.~t~c~ whe~i it ia '~~ - ~r~n.~~x'at.~l t'•.t~~ th~ •~~ ~ia M~~~ ax~3.rtr, t~tza: ~tavv~ tt~ttn~~, , . . . . ~ ~~a c~nc~.ng, v~nta.~ra~tvn~ri~ c+r liva ~~ia ~i-~• x~1°m~i~.tC~ r ~ ~'~tc~ ~ ~ . . . ~ . . . . . . r~ ~,~r.am~nG~ xo~l:aui~-h~ ~a~~ ttlo ~a~.~~ ~~+~x~.n~p~ hu~.ldii?~~mhY . . - . . ~ ~~ant:.ii~uct ~ct• liavn" ~t lF,c~~i.''7~t4- ,iaa~~-~~!~~,.l~i,~ ~.~rt~ ~ ~. ~'~~. ~ : • . : ~: j`~:~1 ; r~.~" yI~~1/(.•~r ."1"' ~" ~ '' '~'r, '? y`~~,~' ~ • `~ F~:e~~r'~,~~~~~.N~_^Y,L~~~..l~,i~+.~ ~FCiat~ ~ y~~}~y.,~j 7 ~~ ~~,¢T~,~~ •• '~o-~YY: . ._.. . _ .: r .. i S e .~..~J'~:~ ~l ,M;.A~ ~' ~G ~~~67Y~~ f~l1 Gi~4l~. ' . . Y y+.~~~ _ 9~N1{kf~~~'~~~~r:"'d11Lif~.a!~aCil ' l. - _- - _ ~:5: 'x--t'-~ tHt!!?: :w . vse-- •i' - `1c~::Y- _'J(n J."j?l.. r'v 2' a?T __ ' =i-:e~.+~=z~::;~r;Xi.;r'j~:'i;.!' .:r. ~,L: .;T:: '7~F~ T:t:i~..."~_~r .~_i.~'~:~...::'.;~::,~.,. :.i~?.^'~F._~_~s1::,_.:1`hn~r' .'Yfi'O-~Y;n~-~ J.~.~i~+t .2 'Y~tiY'3 5• ~ Y io:L~' 1f i Y~ . ~ "r:' , ..f. 1 ry` ,. J: ~: ..'~ .~' . f ~. ~~ I!~ ' ' v ~. : J. . ~~5 ~Y . - 'l`... .~7" .r { . -~~?a'.='_ : -.!!~. • ,;j'i 5`t - ~~rr r.-_: r..;; ~ 4', ' - r k.: _ ~'i', ~.i: .' J~ .~,. . ~-}Y:'~:'f' ..J...~/'`Gl: I Z~I''~i:~.4 •:li~~`~~ Y i~ ~ - - ~~~ ~ - 'r ~' k •~f.,. _ ~ .. } ;~..3~ ` ~,r.'-~, . ~ i ~ ~.~'_ ;'~f _ 1•. ~'~"'r _ .i-' ~'>'r: ;.3i~. 4~-'~:`' - _ .~r i ,F~~" }~Fr :. _ . . . .. ~ '•5~, - .. . "i. , ~r•`~ - _ •~-',~ , .~ . • ~ ~ ' ''ii'• - ~?r+.~~+ • ' ' •~~. . . . ~ • ' •. . ' ' . ~ - ' . • ;' . ~ . . .. - " ~_•.Yr~. ' . ' . _ ' . ' ' • ` . . . . . . , ' ~ . ':'- ," ~ ~. " • ~ ' ' . . ' . . , . ' , ~ ~ ' • - -. • ' ' _ '- • r ~ ' ' ' '-t.~ ' . • . ' : - . ' . . • . . . . . ; ". , > ' ' • ' " ' , : ' . " , , _ ' ' ~ . f~ • ~~ Wi'4'Lt.[~~.rltll.! Oi1J~l.G . ' , . - ~ _ . . ' . • , ) ' • N~w us~ Qr r~use o~ spaca within ~i~e O~k~ Shnpg~tx,~~ Cen~~ st~a~l - bo 1 imitod to - ~u~~s a,~].aWed ~w.i~oii~ the sec,uritx~ a~ a, u,e :~exti~i.~ ~. i ,, utxinx ~io City~~ G~neral Ccamnei.-cial Zanitx,~ o.rdananca ~ ar any .. . ~ suoce.s~o~. A11 a'tk~~~ iases no~ ~ ar~dz~es~ect iti Carxl~~~t5ri No.: 3~~aV~ ~ ~ ~a].J. require u.se ~p~,rmi.~ xavicW ar~d ~pprcvaa.. ~ ~ . ~, 5 ~ ~..t~1~ P~~G ~F3I.~7~1S ' ~ . Titi ti~e ~vesz~ d!: ~utu~e lx~x'ki.ng prUbZ.,c~ ctiu.serl k~y a d~~~ax~ •iry ~. . park,incJ sp~ces ~o odvc~ iue~ s.n ~1~a oaks~ Gen~:e.r, ~ha ~7.~znix~g . . Cc~issivn reserv~. . thc~ ztqh~ to hal,d e~ public heax3~x,~ -at any _ ~~r~ ~a x~v~,ew this us~s ~xmi~~ ~u~d ta ~.n+pose me~siu:es ~o m~~.ig~at~ ~ . . tha pzvb3.e~ns. E~ngi~.es ~ o~ ~rnnQ c~~ the meas-~es whi.r.t. may 3~a ~. ~io~~d ~ze as to],1~4ts: .. ~ . . _ , . . . . . a. ox~n.i.xa ~n ~loy~:e~'c'~ ppo].ixx~/van:pc~olitul progrant•. ~ ~ . . ~, b. Ftecan£~.yurQ .the~ paLki~ ' axxanqezt-ei~~ . to ~ :~irtcx~eas0 p~x}r.ir~ ~ ' ~ ~ ~ yie~ci; posqj.hl,y. it~c].txiirx~ mod.i~~tca~i~ns ~ d~ i,h.~-U~ tuK3 dz'i,v~~y .. . . ~ . islatxis, . .. . ~ . . ~ q. T.~im~.~ ~u~w:~ uses tc~ ~ l.c~w: tx~f.~ic genera~irx~ ~.r.~ai~ ~use . ~ ~ _ ~ . ~ ar ~es . whi,c2a ~c'a no~ a~tract cus~am~x~ dur~ .~x~vd~ _wh~,.ch • . . ~.re ~pactect l~j sxc~ss~,ve ~rk,ir~q de~a~id. - . .:~:'-'.'t. ~M~ - .d. Adjus~~•. °.i5.~, through ~zt~.r~.ti.c~ti, ~d ~,~±n~ ~.nt~xls3vsa t~~ ai:. • . us~ wi~ich dc? .nat ge~n~eakc~ act:ivity ch~~~ ~-ar~ad ~~.cxt~.: ~~~ , ~ ~ ;C. x~c~i~'y ~.xis~itx7 tase~ u~n. . estp~~ioi~ OL' ~l~~.Z Z -E..~SE3:~ ~O _ ~ d~eas~ ac~i,v~.ty du~.ix~q ~i.nqx~ctcxi,period~. ~ . ~. . ~ ~ g. - ItE.,tx~.'cE.i~x} Mau~-,o~.i'u~ire ~eases: ~ ~ . -. ~ . fa . F . „ ,~~~TC.~'~'~Q2J9 ~ . , . . • . . - Ar.chi.t~tux~l. mx1~.~~.c~t~~or~s ~o ~cxx~tpria-i~~a neW tauai-~~s ~kut11.1~xi ' . . ~utxinit,~l ~c~ ~r~c1 ~~prav~cl by ~ttQ Ax+chi.i'~:i.~ut~]. at~i 4~~:t~ ~prc"rd~.~. ~ . ~ . . _~ ~ar~ni.t~~. ~ 7~a. ap~al:lc~~i~~ n~ty ~tppeu~. c~~c~.~~.an~ o~ t1~a t'~iai~i:t,taa ~c, it~~ Ci~.y Cai~nciZ. - . . , . - - ~ ~ ~ 7 • t.~~~3.~i'[.~-..'.~A~'~...~~~31L.,~ ~ . ~ ~ . . - ~ . . Lz th~ ~. ~r~~ thr~~ tha .~app~.3~~~nb . ar. ~~vk~~u~nt~ pt~ty' a±~i~x .. S ;;}~.1 . d~a~xe to ti~~ ~ariy mixto~ cfi~p, nltex~i:i,an or ~i~mai'~tner~t: .,i,.~ . . ~ ,. I:he a~>x~ovqd ~ d~rdla~an~n~ ~al~r~ ox ~ ~ui.~.<ti.rx~ . ~xmt~r . ~ ~r~`~t~~~:r.~~, . . ~ ~,~ ~ . ~ r~cj~i~~ . r~'~ ievi~aei'ctsEvc~~~'xn~n~ ~~.t~n or~ }xu~lci.ia~g ~x~~.t; ~4ti~J:~, ksr~~- ~ . . . ". , ~~~~d '~:U ~'~Q D.~.CL',~OL•. >.Q~: ~~.flTU1~I1~ {~C~ IJt7VQ~0~'1'll~il~. ~ ~~~- ~'1{k :.,~~_ -. ~ . • • r ~ , t,i~~ax m~-ke.~ . ~t• ~~~J ~ .~~' 4:hs G3uit~g~~ xuca, m~.na~ ,t+tx~ ~tcr.'. .~x.a~,~° ~ ~'- : • . _i : •' i '.Y'~' '~..~. :ss~ ~~. ~. r.a~ i;~a.`.~.:'~~rt.~ ' ` ~~~' ,°'i_.- ..~;i._~`»S•~.~L• ;t ~~~,H:s..,...~~r,t';:p~,~~in~N,t`wh'~• :a,;~;r;~y, :.y.'t~~'~.4...~:~S~t~` ~~~' ~.• .yjr:.~;~r_.". .__ ~'.~;,..::•-"--._. s _.°t...v~,;.r..__,. °.,tM.~.:.~:;~=t~i.3.._t...:r.~'„4~ret'a'~'~+s.~Y:e.i~S1W:s~i'~,8~:t~`,A~c`p~`,4~t[~.~.YS~P~F`B~f~.-''s~i-k..*..J•+.V.~~Yii!....~'r."~ahiA.4.1~,~.~..-a.~~~:~a,?t~~S;.~~.5~.•.X:~ , : r . -.. .. . r ~ ..r : -..: „ ~„r ~-. Fr_.- -•~,., ,r.:.. ~.~~ w,r•.;~. -ry,.._.~~ ~ s-:r ::r:r• <~ r-1 ;r,; - - - tt _ '".i p: t..{ F:f ; ~. 'f r 'p?` r•:t'-~;t-a : -i".f..:..~.~yr; •. . . *~`, :V tty._;Y~ ~•-o i. ~ ' r . ~ . r'. •f , .~~ Y . - +-?fa.. yY. ~' ::~b i~ i: { .3r.. _ ~ ~ • {a•. ~ .' _ +r~ ,. i£d.;{'~. • .M ~{'i . r • ' ~ : ,.~,*~_ ~,~~~ ' i.~ . .yc i i~~ . ."{ ;i.. ~t t.~.:i `'•_+:,~: ' -..r' , : f. ' :.t2;e..rt~~•7' + , ' ' . . • ~ "• ' ' . ' tt' . ''~"'~'' . ' ~/'y -::= _f:.s -~.f~r , ' _ . . • . ,. . . . . . .. . .. ' _ }t, ",~ . , ' - ' ' ~'§...~..''•r,. ~ , - v `• . : ~ • : ~ o - . . .. :. . . . -•, r i , :. ~ : .. . . . ~ . ,. . . :. ,:. ~ . ` . . . . . '. • .. . . . . _ . . . . . " •' . . . . .. . ' ' ... . ' ' . . ' ' r ' • . ' . : . ' ' • ~ ' . . ~ ~ . • • '~; . . _• , . . . _,~. • : . . ' ' •. . - . " . : . , - . . . .'~ - . _- . _ . . . '• ' , . -'' . ~ _ . ._ ,-' , _• " . , ."~ . ' - ~ - . . . . , . ~ . , . ~ ' ' ~ . ~ . . . . ' . ' '. . , . . . . . . . . . ~i . . . . . . . . . . ' . . . . . . . . . . . . • - . ' • . . .. . ~ ~ • ~ . ~ , . , . . - _ ,a. - .. . - ' ' . , • • " . • .F: ' . ax~eer khG gerie.~7. ~appear-anc~ ot the a~ea or ~kha= ~nte'rest , 4~ ~ ~ ~ . dr~exs o~ property' W~.thirl~ or ad~o~.nirig tl~e ~~deve].opm~i~. ~rea f.fihe . . . i~~.~ctoz may r,.~~t~,~ tl--e ~t~a~ige. carf ~ha icevi~ed~~plari. .~~ ~~tch :: .- . . ~. " appr~v~l is wi~l~h~ld, ~}ie . ~ppli~ar-~ n~y appea~. ~a th~ ~~.arining ~~ ~ . Cartvnissic+~t. xP the~ ctkv~ges are, inater~.a1, ~tt~o Direc~~ sti~1J. ~-.. - : ~ su}~rnit~ ~id ~:nar,~es to th~ ~P3.ar~ning ~Ca~nissian~ ~ox. ~ppro~val.~ S~: . ~ , . ~ ~ . •~ tha c1~x7e is denied by tho P1ann3.i~g.Cazm~#.s$~on, tYio.appli~ant ` . mmy ap~al. to tha City Cow~c~l .as pxc7vided in On~.isiat~ G8~ a~ . the City a~ cupertino. I~ fhe r.hatXSa is ~ppxnvod, an ap~ei~.l my ~: ~~. ~. bo mad~ 1~+ an ir~t~ares~«i p~rty. flurther, rxtiy me~x o~ tlia Ci.t~ . . . Cour~i]. m'~y z-e~u~~ a heari~hg lxafora ttta City ~'butxyil; ~sa~d ~ .~ ~ reques~ to bo rn~~de wit.}iSn ~en (lo~ days ~~a tha data. o~ ~ppxav~l~ ~ . . - 4~er~ the ch~tx~~ has been.Q~r.-c~vod I~ tt~b Pl.artttf.tr~ Ca~unissiciti. : ~e expl.~ratiat~ pf tha tta~, pez.'m.i~ ~s J'uly 21; ~988..(S~iari G•A o~ ..~ .' . ~ otYii~v.~nce Mo. 652 a~ r~vised 1~y Ord.if~arx'~.,a No. 113G) .~ ~ - ' ~ ~ , . ', . . . Sit~r.etely~ ~ : ~ .~. ~ . . . : ~. ~ ~ . . . . , /~ ~,~~~`i ~~.-,rrtSL-4;c.ce,~ - ~1w-- ~ . .- ~ . : ' .-- ~ . . . ~ - _ . . ~ ~ . . . . ~ . .- :.. _ . . ~ ` WfbJI'111L CX7Ft1~~'Li)S ~ ~ - ~ ~ . ~ ' ~ . ' ' .' ~ .. ~. , ' ~ L"~"1 ~CI~'.ftIC ~ ~ . . ~ . . " . ~ . - . - .. . ' : • - - .. . . _ cc t Dep~rlaner~~ of~ I~1ann.irx,~ arxl D~v~l~~ait:• .~ :~ .- ~ aruc~ Dat~-wai.l~r ~ . ~ ~ . . . . - 21.2G9 S~ov~ C'r.e~}c f3~til.atlaltl . , . G11p:+Y..X~i71o~ ~A- ~ ~54},~3 . ~ , . . ~ . _ ~ ~ - ~, . . , • '. ~;~- ~ _~ . ,~' ,~:•,:-'. . . ~ ~ ~ :; ,. ~. •~ ~,:1.~.~ ^' ,~ ,. : k r° Fi`:.ai1• '~.•'}.i ar~:'•:!.7„•-•' ~~'d't,i~^r~.l.: ;a, h e t ~ ~i ~ i~'~:e ~9~J,t'~~~~~~'~~A~E~ .r _ _ . .. ... .. ....~i..._...,'.,.:i.`('.~ ?~r:.'t+.±'+n rSr..E+)':r y _ ' ~ ~ . - . ^ ' 'I ~ . -- . ' .~ ~ . . , ~ • ~ ~ . . . . s : ~~~ .w . .a,.s : .. , ._ . _ ~~ ...: :"1 in L ~ .. . : ~.P~ ?~ ° .• _ . '~ s' Exhibit D*~ ~. Colin Jung From: Beth Ebben on behalf of City.of Cupertino Pfanning Dept. Sent: Wednesday, May 28, 2008 7:37 AM To: Colin Jung Subject: FW: Planning Commission Meeting regarding OAKS SHOPPING COMPLEX for your file.... -----Original Message----- From: Nat Nataraj jmailto:nat nataraj@yahoa.com] Sent: Tuesday, May 27, 2008 7:43 PM To: City of Cupertino Planning Dept. Subject: Fw: Planning Commission Meeting regarding OAKS SNOPPTNG COMPLEX ----- Forwarded Message ---- From: Nat Nataraj <nat nataraj@yahoo.corn> To: clerk@cupertino.org Cc: nagamani.nataraj @gmail.com Sent: Tuesday, May 27, 2008 6:51:41 PM Subject: Planning Cammission Meeting regarding OAKS SHOPPING COMPLEX Respected Members, We reside at 10599 Nathanson Avenue, Cupertino. We are against the building of the Hotel complex at the current OAKS complex. Reasons being: ~ 1. Increase of traffic congestion on MARY avenue. The conapletion.of the bicycle/Ped bridge will bring in additional bike/foot ~raffic on Mary Avenue. 2. Mary Avenue serves a.s a parking facility for the cultural events held at Memorial Park and De Anza College. The addition of this new building would impact the current use of this road. 3. The heavy faot a~d automobile traffic combined with the trafic from the Hotel complex would complicat things. 4. Why add a new hotel, when we have the Cupertino Inn and the Cypress Hotel nearby? The Hotels are probably running at 50% occupancy rate. We are extremly concerned about the traffic and speeding matorists on Mary and the addition of a Hotel will make this street more unsafe and unfit for cyclists and Pedestrians. Regards, Nagamani Nataraj B.S. Nataraj s-2~~ f/2/2~OR - EXHIBIT B - 2 Cotin Jung From: Karen Ngo [kngo@shpco.com] Sent: Monday, June 09, 2008 6:35 PM To: Colin Jung; dkaneda@ideasi.com; pauldbrophy~yahoo.com; HMartyMiller@yahoo.com; Rosetracy3@sbcglobaE.net; Igiefer@sbcglobal.net Cc: Steve Piasecki; 'peter pau' Subject: RE: Marriott Residence tnn- Applicant Comments to Staff Report and Recommendations Dear All, Attached please find our response to ttie conditions proposed by the Community Development Department in the staff report. Thanks Karen From: Colin Jung [mailto:Colin)@cupertino.org] Sent: Monday, June 09, 2008 b:11 PM To: dicaneda@ideasi.com; pauldbrophy@yahoo.com; HMartyMilier@yahoo.com; Rosetracy3@sbcglobaf.net; Ig iefer@sbcglobal. net Ce: Steve Piasecki; kngo@shpco.com Subjecfi: FW: Marfiott Residence Inn- Applicant Comments to Staff Report and Recommendations The applicant, Karen Ngo, requested that I forward her comments onto the Planning Cammission. Paper copies wiil be available at the hearing tomorrow. Colin Jung 5enior Planner City of Cupertino -----Original Message-°-- From: ICaren Ngo [mailto:kngo@shpco.com] Sent: Ttiu~sday, June 05, 2d08 5:19 PM To; Colin Jung Cc: 'Peter Pau' ' Subject: RE: Marriott Residence Inn Cofin, Including or excluding the garage? How would this be accomplished, th~ough an agreement with the City? Also, how would we implemen# it so that it is only limifed to the number of lost Mary Avenue stalls? Also, an update on the other issues bouncing around: 1}Architecturaf enhancement: Our architect is working on a revised elevation ta the front based on La~ry's comments. We do not see a need to embellish the fresway side. 2)Condo Pfan: Attached is a revised condo plan to have 2 condos rather than 4 condos, 3}Phasing Plan: We cannot change the site plan #o move the hote120 feet towards Stevens Creek. We had fook~d at a similar option but by pushing the hotel 20 feet, the circulation and parking changes and the retail becomes so smail that it is not worth building. We need to keep the phasing plan which from the last hearing, the majority of the planning commission were ok with. 4)$100,000 contribution towards Stevens Creek: We feet it is not fair to impose this on our project unless the City passes an ordinance and it is imposed on all projec#s. s-2~s ~~i ni~nn4 Page 2 of 4 5)Stevens Creek Improvement: We can only improve the section in front of Shane Co. as shown on our plans. If you rather we improve a section closer to Stevens Creek, we can do that as long as the cost does not exceed what we are spending o~ the Shane section. Let me know if there is an area you want us to look at. Thanks Karen From: Colin Jung [mailto:ColinJ@Cupertino.org] Sent: Wednesday, June 04, Z008 3:Ob PM To: Karen Ngo Subje~t: RE: Marriott Residence Inn Karen: To get around the Eoss of Mary Avenue street parking (We don't want this to be an issue), what do you think about sharing a like number of shopping center parking stalls on just the festival days at Memorial Park? l.et me know. Colin Jung -----Original Message----- From: Karen Ngo [mailto:kngo@shpco.coml Sent: Tuesday, ]une 03, 200$ 2:06 PM To: Colin Jung . Subject: RE: Marriott Residence Inn Thanks! From: Colin Jung [mailto:CnliN@cupertino.org] Sent: Tuesday, June 43, 20Q8 14:06 AM To: Karen Ngo Subject: RE: Marriott Residence Inn Try opening these jpg files. Colin Jung -----Original Message----- From; Karen Ngo [mailto:kngo@shpco.com] Sent: Monday, June 02, 2008 4:Q4 PM Ta: Colin Jung Subject: RE: Marriott Residence Tnn ~ Colin, I can't seem to download the PDFs from the link. Could Larry just send us the PDFs7 Thanks Karen 6-219 6/10/200R June 9, 2008 Pianning Commission and Community Development Department Ciiy of Cupertino 10300 Torre Avenue Cupertino, Ca 95014 Re: Oaks Development Dear Pianning Commission and Community Development Department: Foilowing please find our responses to some of the propased conditions to our.above referenced project: 2}Development Approval: Access to underground parking podium will be limited to #he hotef for Phase I. Upan completion o# Phase II, underground parking will be limited to the hotek and the mixed-used building. 4)Project Phasing: We reqcaest herewith that the Phase II approvaf be in effect for 5 years from City Council acceptance. 6b)Landscape Plan: Heart of the City Specific Plan improvements will be limited to the sectian between Mary Avenue and the west side of the east driveway (section directly in front of Shane Co.) only. 6cx.andscape Plan: The replacement of two Oaks that were previously removed is not part of the new development. 7)Master Use Permit: We request to modify the maximum number of allowed restaurant seats to 600 Instead of the proposed 500. 8)Green Building: We will achieve LEED certification, but not Silver. 9)Notice of Fees, Dedications, Reservatians or Other Exactions: Please let us know the amounts of such fees. . 12)Building Materials and Architecture: Please see attach~d revised eievations. 13)Pedestrian Improvements for Highway 85 Bridge: We do not agree to such contribution unless there is an ordinance requiring such. 29)Traffic Signa! 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V 3sr ,~„ ~' ~r 7} 11~+}{Y~1 +1 ,}{ ~iT-~^'.~q!~~l~ }1 ~~f~f~`~~l-~}' -- ~ ~4 '~t~ `~~~tY' ,!•~~ 5 's ~I ~'i^ {'~4:.` --1. ~~~A ~ ~~ ' ~., ~Yti~ 2 ~ I ~ :~ ~, ~ ~ ~ ~;f;T ~~; _ j i ~ ~t',,.~.n>°'~~ s~ '~j~_'; ~a ~ --i-. ~.~ ~: ~ ;~. - ,; -~:_ _,•~~~..- ~ ~~~ ~ .~;'', _ ~ . ~-_ _ _:;:~:%`-"~ x~~~ a ~ ' h'~,. ~-~ - -_"'~ :~~,s;,~ ~-~~~:,~;~ ~~ ~ i •' '' ,~-`--'7 ~ _~~~__ t---~ "~ ':a •' ,''~r~L ~ J~~ ? l~Il _~ _ .~ '..~ . ~,, - 4 '~ `~ _._. - - - -`~,:=-'"_,:~~' ~'~. ~ ~~_~m~f - ~t` ~ ~ Y•_r ? - `a } v ~_.,_ - -~ - -~- .y i} ~~ _-- r ~--•5 •~.• r=x%' ~=cc~T ~ a ' CUPERTINO OAKS ~ N n ~ ~+--~ CONCEPTUAL CONDOMIMUM PLAN ;~' „ ~ ~u~~^ ~ :~BkF ~~"°~ ~ N N ;,,,.~~ BASEMENT FLOOR '°'""'°"' °"" ,,, cur~nmro caxrrr ov sutu n~a~ cuuorsNw norr.~..~nw.. ,~22 ~ N N W ~ MARRIOTT RESlDENCE 1NN CUPERTINO, CA EAST ELEVAT[ON scKe y,r:,:r WEST Ei.E~LATION ec~ aar~,.a I~l o~AAn~a Taisei Construction Corporatian r m~.~..,~ ~.~,M~, D R-7 ~.~ Exhibit D - 2 ~~~ ~ ~~ ~G1~ ~ ~~ ~ 8'~ I~ ~ 1 +~ I _ ~~ ~~1R~:~~It~t~, ~~ ~ ~~is~i ~~n~t~~i~r~ C~ar~~ar~ti+~~ C~t~-'~ ._- -- . ~+~ra~s ~Mi~ rd~.7~~~~1~+s. ~~.ak ~~1~~ EXN1BiT E ~ 2 Cofin Jung From: Beth Ebben on behalf of City of Cupertino Pianning Dept. Sent: Monday, June 09, 2008 11:51 AM To; Colin Jung Subject: FW: The Oaks Shopping Cenfer for your file.... -----Original Message----- From: Karleskind@aol.com [mailto:Karfeskind@aol.com] Sent: Monday, June 09, 2008 11:0i AM To: mmiller@interorealestate.com; {giefer@sbcglobal.net; rosetracy3@sbcgfobal.net Cc. dkaneda@3deasl.com; City of Cupertino Planning Dept. Subject: The Oaks Shopping Center He11o } am writing for two reasons: Why are we not being notified via a citywide notification about these meetings? It does make one wonder once again why the city would want to keep us in the dark Projects such as this one created an uproar from residents in the past. The commission must know by now that the residents want to be informed and wish to have an opportunity ta have their voices heard. I understand the last meeting ar two were held at the exact same time as other important city meetings. One has to wonder why it was done that way. I fear this project wifl negatively irrzpact this comer with regards to appearance, parking and general traffic around the park, senior center, college and shopping center. I do not agree with changing the setback which is an exception to the HF~1RT OF THE CITY plan. Thank you Sherrie Karleskind Cupertino Resident Get trade secrets for amazing burgers. Watch "Cooking with yler Flarence" on AOL F'aod. 6 - 225 ~iT nr~nn4 Page 1 of 1 Colin Jung From: Beth Ebben on behalf of City of Cupertino Planning Dept Sent: Monday, June 08, 2Q08 '11:49 AM To: Colin Jung Sabject: FW: 4 Story Hotel and removal of 48 parking spaces for your file.... -----Original Message----- From: AJScottie@aoLcom [mailto:AJScottie@aol.com] ~ Sent: Sunday, June O8, 2008 11:23 AM To: rosetracy3@sixglobal.net; mmiller@interorealestate,com; dkaneda@ideasi.com; ~ty of Cupertino Planning Dept. Subject: 4 Story Hotel and remova! of 48 parking spaces While I am nat against the hotel and mixed use building, I am against taking away 48 parking spaces on Mary Avenue. The screening is necessary but the trees should go on the hotel property, not Cupertino land. • These spaces are used for events at Memoriaf park all year, they are used by people attending programs at the Flint Center , they are used on Flea Markets days, they are used when the Senior Center has special events and there ls not enough room in the senior parking fot, they are used by DeAnza students who cannot afFord the parking permits. . There will be Summer pragrams going on al1 summer. The spaces are needed for overflow parking. I cannot understand why the city is so willing to give up those spaces. A1ice Ramsauer 1053i. Castine Avenue Cupertino ~ ~ 4Q8-738-4656 Get trade secrets for amazing burgers. Watch "Cooking with Tvler Fforence" on AOL Faod. s-22s ~n ni~nnsz Exhibit: B-3 Surnma~y of Public Testimony at june 17, 2008 Ci.fy Council Meeting for The C~aks Shopping Center Project Seven residents tesfified at the hearing. Four of the seven thoughf the project was too tall or too dense and out of character with the surrounding structures. One recommended more trees to screen the building. Two were concerned with the removal of the trees, especially in Iight of the tree removal that took place on the De Anza College carnpus. Two were concerned with the noticing of the hearing and one felt the project should be continued in order to give more time for citywide noticing. Two feit the convention center should be associated with the hotel and that having a separate conference center entity was very unusuai. One person felt an environmental impact repoxt should have been prepared because people would be introduced into a hazardous envirvn.ment near a freeway. One person was concerned with the possible overburdening of the surface parking Iot if the underground parki.ng 1ot had restricted parking. One person was concerned with breaking up the Oaks Shopping Center into separate, srnaller property ownerships. Another person was concerned with the vagueness of the hotel design, which seem to be following a corporate standard, instead of a city standard. He was also disappointed in the reluctance of the applicant to comrnit to executing landscape improvements on Stevens Creek Boulevaxd and wanted to know the fu#ure pians for the shopping centex. s - 2z~ ~ EXHIBIT B ~ ~ Colin Jung From: Roxanne Severstein [roxanne@c4media.com] Sent: Thursday, July 24, 2008 9:56 AM To: Colin Jung Subject: Public Hearing on the Oaks Shopping Center, Colin, I went on#ine to the Cupertino city site to read the minutes of the 6/17/08 City Council meeting, but the minutes of that meeting are not available on the site. Please make sure that they are available for review as mentioned in your notice that ran in the Courier this week. I read the Planning cammission reports and here are my commen#s. f have lived in Cupe~tino 30 years. I was invoived in the modification of the General Plan in the 1980's. My hiasband and I have a community garden at McClellan Ranch. WE have been very active in community service #o Cupertino, i.e. we have run a research project on growing vegetables organically for the University of California-Davis for over 15 years at McClellan Ranch and we have been given a lifelong achievement award by the University fo~ our work. ! am #elling you this because 1 want you to understand that we value Cupertino and we give back to the community. We are against the building of a hotel in the Oaks Shopping Center. We agre~ with the citizens who say that the Marriott hotel project would be unsightly. We believe that a hotel contributes nothing to the quality of life in the community and would negatively impact the qua(ity of iife for the residents by reducing the use of the Oaks property to Cupe~tino residents. There are better uses of the land for the betterment of Cupertino residents such as: 1. Let DeAnza college purchase the land to expand their facilities. DeAnza is a stelfar institution that has been recognized nationally for their stewardship of the land. They have a sustainability requiremen# for the college and their presence in Cupertino adds value to the quality of life of Cupertina residence. - 2. lf this is not an option, I would like to see the rents in the Oaks decrease so that more tenants would come into the space. I understand in talking to former tenants that the rates were increased and that is why many of them left. 3. lf neither of these is an option, then we would like to see a grocery store ga into the Oaks. When 1 wor-ked on the General Plan one of the observations made by the committee was that there are very few grocery stores in Cupertino. Aside from the ethnic grocery stores, we have only two general stores, Lucky and Whole Foods. 1 would fike ta see another general use store such as Safeway, Ralph's or Andronico's come into Cupertino. We will not be able to attend the 8/5 meeting. Please regis#er our disapproval of this project with the City Council. ~ Roxanne Beverstein 1061 November Dr. Cupertino. . - Roxanne 8everstein VP Sales/Co-founder, C4Media, publisher of InfoQ.com InfoQ.com Enterp~lse Software Development Communlty InfoQ.com ~ InfoQ Chlna ~ InfoQ Japan Office: (408) 257-5939 Fax: (408) 884-2266 6 - 228 7/25/2008 Page 1 of I Colin Jung From: C. Phiflips [cephii@hotmail.com] Sent: Wednesday, July 23, 2008 5:33 PM To: Colin Jung ~ Subject: Redevelopment of the Oaks Shopping Center ~ Dear Cuperk~no City Council, I am against the current appiications far redeve(opmenfi of ~he oaks Shopping Center. Although I recognize the need for redevelopment, the current proposal does nothing to support the "heart of the city" concept, and we certainly don't need another multi-story eyesore obstructing views of the hills. - We can do better! C. Phillips 21890 Rucker Drive Use video conversation to talk face-to-face with Windows Live Messenger. Get started. ' s-22s 7/25/20QS Exhibit C ~ 3 6/ 17/ 08 City Council Member Directions on ~ak Shopping ~:enter ProJect (staff comments in itaIics) . 1. One development phase. Evaluate whether an office/conference center building will allow you to construct the entire project afi one time. (If you still need the developrnent phasing, then prepare a phased condo p1an, such that the condo division for tke mixed use building will not be approved untii you are ready to build the mixed use building.) - ONE DEVELOPMENT PHASE DOES NOT WORK FOR US AND NEITHER DOES A PHASED CONDO PLAN. WE MUST HAVE APPROVAL FOR THE CONDQ DIVISON FOR THE HOTEL AND MIXED USE BUIL,DING AT TIME OF PROJECT APPROVAL. THIS IS A LENDER DRIVEN REQUIREMENT. 2. More public input. (We wilI be running a newspaper advertisement in the Cupertino Courier for the last fzvo weeks in july. Past and present noticing costs shouId be paid aff before the hearing. You should strongly consider hosting pubiic outreach meetings for the Oaks Shapping Center tenants and Glenbrook Aparfinent renfers.) WE HAVE SET UP AN INFOIZMATYONAL MEETING FOR THE OAKS TENANTS FOR JULY 28TH. WE HAVE ALSO MET WITH THE OWNER OF GLENBROOK APARTMENTS, AVERY VENTURES AND THEY HAVE EXPRESSED SUPPORT FOR OUR PROJECT. 3. Minimal (less than 10 spaces) to na parking loss. on Mary Avenue. (At fhe northern hotel wing, we are thinlring you could elirninate ez~ery ofher parking stall in favor of a tandscape bulb planted with a streef tree. REVISED SITE PLAN ATTACHED PUTTING IN FINGER ISLANDS FOR TREES ALONG SECTI~N OF MARY IN FRONT OF HOTEL. I,4SS OF PARKING SPACES ON MARY AVE. LIMITED TO 4. 4. Better hotel design. (Re-review LarYy Cannon's comments and prepare revised elevations that depicf greater architectural detailing of the hotel, particuiarly fhe west elevation. Previously submitted exhibits have been too s»iall to see any detaiI in the buildings, so you wi11 need to address this. Staff and decisionmakers have not paid as much attention to the mixed use buildin&g and yaur drawings are more conceptuaI. This buiIding zviil IikeIy be conditioned with futuYe design review.) WE ARE REVISING THE ELEVATION FACING THE FREEWAY TO ADD MORE DETAIL TO FLOORS 3 AND 4. PLAN WILL BE FORTHCOMING. 6-230 5. Heart af the Ci~ty landscaping improvements along whole frontage. (A major~ty of the Council members wanfed to see landscaping and sidewalk improvements from the wesferly driveway to Mary Avenue.) WE AGREE TO IMPROVE THE SECTION DIRECTLY IN FRONT OF SHANE TO AND INCLUDING THE MAIN (EAST) D~tNEWAY. 6. No bridge improvement contribution. (Shift funds to landscaping improvements.) OK. 7. Rernave and replace dead trees, including field-grown oaks for previously removed large~oaks (On landscape plans, ideni~fy locations of additionaI dead trees, replacemenfs with native trees, and fieid grown oaks.) THERE ARE 2 NEW OAKS ON THE PROERTY; THESE WERE PROBABLY THE REPLACMENT TREES. PLEASE CONFIRM. 8. Clarify office building and conference center proposal. (What iype of office tenants would be attracted to this location? How do you expect fhis conference center/rneeting hall to operate?) WE EXPECT QUASI-OFFiCE TENANTS SUCH AS MEDICAL , . DENTAL, IlvSURANCE USES. 9. If the underground garage is Iixnited to hotel guests and mixed-use building tenants, explain how you will force them to use it, instead o£ more convenient surface parking Iots? 4VE CAN ASK THE HOTEL TO INFORM GUESTS UPON CHECK IN THAT THEY NEED TO PARK IN THE GARAGE AND WE CAN ALSO POST SIGNS STATING HOTEL PARKING IS IN THE GARAGE. 10. Contacf the Marriott Corp. ancl fi.nd out their policies on sustainability for ~heir hotel operations. THEY REFERRED US TO THE USGBC'S LEED GUIDE. THEY DO NOT HAVE THEIR OWN PR~GRAM. 11. Provide computer visual simulations of the hotel and mixed use building in their site cantexts. ([i1Te can provide names of campanies that do this type of work.) ~ IN PROGRESS. f ' U-2007-04f 6-231 Exhibit: D-3 Staff Recommended Contli#ions of Approval for the Oaks Shopping Center Project (File Nos. U-2007-04, ASA-2007-06, TM-2007-09, EXC-2Q08-07, TR-2008-02, EA-20Q7-06} Note: Numbering of staff recamrnendafions of conditions of approval corresponds to the numbering in the Planning Commission resolufion for each planning enfitiement. Where fhere is no staff recommendation Iisted below, staff endorses fhe Ptanning Commission~ recomrnendafion. Use Permit File No. IJ-2007-a4 and Architectural & Site A roval ile Na. ASA-2007- ~ 2. DEVELOPMENT APPROVAL (additional wording,~ Approval is granted to construct a 4-story, up to a 122-room hotel... 3. DEVELOPMENT ALLQCATION (DISCOUNTED~ _ The applicant shall receive a Heart of the Cify Area commercial development allocation up to 74,464 square feet that reflects the construction of up to a 1?2- xoom hotel and a 56,194 square-foot rnixed use building. The building axea of the hotel, up to 61,822 square feet, has been discounted to 18,770 square feet af .general commercial allocation based on a peak hour traffic trip equivalency. 7c or 7(3}. LANDSCAPE PLAN ~...Native trees substituted for the proposed replacement frees where appropriate and feasible. The revised landscape plan shall znclude the Iocation of one field-grown native oak tree that will replace one large, ~ specimen oak that was previously removed due to hazardous ~ condi~ions... 7d or 7(4) ...A net reduction of up to four (4) Mary Avenue on-street parking stalls is allowed for the purposes of creating approved driveway cuts, abutting landscape bulbs, and landscaped finger islands to screen the rnass of the hotel building. The trees pianted in the landscaped fingers shall be 36- inch box trees. 13. BUII,DING MATERIA~LS AND ARCHITECTURE ~ Prior to building permit appxoval, the applicant shall submit revised architectural drawings, depicting mortared roof ridges, inset windows (min;rn~ 4 inches inset}; and additianal balcony grills and awnings at the second and third hotel stories of the ~vesterly (Highway 85) elevation. 14. PEDESTRIAN IMPROVEMENTS FOR HIGHWAY $5 BRIDGE deleted. 6-2133 Exhibit: D-3 14a. HOTEL BUILDING SETBACK FROM MARY AVENUE The hotel building setback from Mary Avenue shall be increased an additiona110 feet by eliminating up to eight (8} hotel rooms at the end of the hotel building where the setback on Mary Avenue is most constrained. 14b. LENGTH OF HOTEL STAY Hotel stays sha11 be Iimited to a term of less than 30 days per booking. Tentative Map ~File No. TM-2007-09} Condition #4 renumbered to #4a. 4b. MODIFICATION OF TENTATIVE PARCEL MAP AND COND~MIN'IUM PLAN The tentative parcel map (Sheet TM-2) shall be redrawn to retain the mixed use building footprint within Parcel2 (existing shopping center parcel). . The condominium plans (Sheet C-1, pages 1& 2) shall be revised to indicate that condominium lots 2 and 4 shall also be phased and not approved by the City until Phase 2 development proceeds. Phase 2 development will be evidenced by the payment of a$500,d00 surety to the City against future nonperformance. The City Attorney shall re~iew and approved the form of that surety. ~ Tree Remaval ~File No. TR-2Q08-02) 4. TREE RII'LACEMENTS The applicant shall prepare a revised landscape plan at the building permit stage. The westerly Iandscape strip next to the proposed mixed use building will be advanced to the phase 1 work. Nafiive trees shall be substituted for the proposed replacement trees where appropriate and feasible. The revised landscape plan shall include the Iocations of one field-grown native oak tree that will replace one large specimen oak that was previously removed due to hazardous conditions and roat barriers shall be installed to avoid conflicts with fuhtre phase 2 develapment. The revised plan sha1l be approved by the Directar of Comnr~.unity Development. ,. For any additional trees that are removed due to hazardous candi~ions or are considexed dead, ~li.e applicant shall be required to replace these trees in accordance with the Protected Trees Ordinance. Species and si~e of replacement trees shall be xeviewed and approved by the Cornmunity Development Department. 6-2~4 121 Parking Regulations Exhibit C - 4~ Table 19.100.40-B (Cont'~ Type of Angie (In Stall Width Aisle Aisle Car Spaee Parking Degrees) Width Width Depth Stall {pne-Way {Two-Way Aisle) Aisle) . ~A) ~B) (B) ~C) Uni-Size 0° 8.5 . 10.0 18.0 22.0 30° 8.5 10.0 18.0 18.0 35° 8.5 10.0 18.0 18.0 4(3° 8.5 10.0 18.0 18.0 45° S.S 10.0 18.0 . 38.0 50° 8.5 10.0 i8.0 18.0 SS° 8.5 11.5 18.5 18.0 6a° 8.5 13.0 14.0 18.0 65° S.5 14.5 19.5 18.0 70° S.5 16.0 ?A.0 28.0 90° 8_5 N/A Z2.0 i8.0 IHOTES 'f0 TABLE: *- For handicap accessible spaces, please refcr to ¢ 1118A.4 of 1994 Uniform Building Code. *- For further infotmation , piease refer to the Public Works DeparEment Standard Detai] Sheets. Tahle 19.100.040-C ~ CALCULATING SHARED PARKTNG FOR M1XED-USE DEVELOPMENTS WEEKDAY WEE T~ND IIIGHTJME Land Use ~ Daytime Even~ng Daytime Lveoing (mfdnig6t - 6 a.m.) (9 a.m. - 4 p.m.) (6 p.m. - midnigf~t} (4 a.m. - 4 p.m.) (6 p.m. - midnight) Residernial 75~ 10496 80'~ . I0096 10096 Office/Indusaial 10096 10% 1096 5% 596 Retaii 60 90 10(1 70 5 Hotel 75 100 '75 1D0 ?5 Restaurant 100 100 100 100 10 Entertainmentl 40 100 80 IOD 10 Recreatioffa! I7LSiTI1C~i0I1S: 1. Determine the minimum amount of pazking required for each land use as though it were a separate use; 2. Multiply each amount by the conespanding percentage far each of the five time periods; 3. Calculate the column toial for each time period; 4. The colvmn total with the highest value is the parking space requirement. (Ord. 1940, {part), 2004; Ord. 1737, (part), 1996; Ord. 1657, (part), 1994; Ord. i637, (gart), 1993; Ord. 1601, Exh. A (part), 2992) 19.1U0.Q50 Parkmg Lot Lighting. New lighting fixtures for any new site construction shall meet the following requireznents: A. All exterior lighting shall be a white type Iight either metaI halide or a comgazable color correcied light unless otherwise approved as part of a development pian for ~mifornuty, not allowing any dark azeas in the parking lot. B. The light fiatures shalt be oriented and designed to preciude any light and direct glare to adjacent residential praperties, No-direct off-site glare from a light source shall be visible above three feei at a public right-of-way. C. Parlang Iets, sidewalks and other azeas access~'ble to pedestrians and automobiles shall be illuminated with a uniform aad adequate intensity. Typical standards to achieve uniform and adequate intensity aze: 6 - 235 2004 S-2 Oaks Sho In Center Parkin Summar Phase I __~____ ~ ~_ ~ Unlt Tenant SF #Employees ~ _#Seats ~ Par[cin Rg e~uired -- T of Use A 106-100 Shane Com an 94Q0 ' ( 37.6~ Retail 106-200 Vacant 1200 ' ~ 4.$ Retail 106-210 Quickl 1200 3 20 6.7 S acialty Food 906-220 Kin Ca ital, LLC ` 2400 I 8.4 ~ffice 106-230 Jamba Juice 1048 3 16 ~ 5.3 S ialty Food ~ 106-3~0 To o's 1650 3 20 9.7 Fast Food 106-310 Vacant 750 3 Retail 108-320 Una Mas 'i 580 4 57 23 Fast Food 106-340 SIm i Thai ~ 1600 4i 30 14.5; Rastaurant 106-350 Hobee's 4007 12 122 42.5 Restaurant 10B-400 Ro al Tofu House 2230 3 81 23.25 Restaurant 1 U6-430 24Hour Fitness 8370 33.5 Parkin re uired is er parkin stud . 106-500 VACANT Theater ~ 19 081 0 n/a 1 ~6-510 VACANT Theater 3821 0 n/a 106-520 VACANT Theater) 858 0 n/a 106-800 Dance Academ 2200 8.8 Dance Studio 108-620 Coldwell Banker 9530 33.4 Office '106-690 O tomet 750 3 Retall 106-700 Fabulous Nails 750 3 Retail 106-7'IO Vacant 750 ~ 3j Retail ~ 106-730 Aida's Universi Book 2250 ~ ~ 9 Retail 106-750 Peak Ph s[cal Thera 1850 10.6 Nledical Office ~` ~ 106-770 Bossa Befla 1900 , 7.6 Retail Total Required on F~cisting Tenants i 287.6 122-Roam FEotel ~ 122.0 Hotel 7otal New ~~ ~ ~ --- 122.0 ! _____ ~ Parkin Re uired based on Shared Allowance ~ 355.4 ~~ Grade Parkin ~ 410 Gara e Parking 84 __ Total Parkln Available ' 494 ~ .rr. ~ 1~1- ~ ~ Shared Parkin Analysis {Phase I) Weekday Daytime Weekday Evenin Weekend Daytime Weekend Everting Nightime Office 52.4 5.2 5.2 2.6 2.8 Retail 42.6 63.9 71.d 49.7 3.6 Hotei 91.5 122.0 91.5 122.0 9'1.5 Restaurant 122.0 122.0 122.0 122.0 12.2 Entertainment 16.9 42.3 33.8 ~42.3 4.2 325.4 355.4 323.6 338.6 114.1 o~ N W v Oaks Shoppfng Center Parkin~ 5ummary ~ ~ ~ i _~ ~ ',.v Q I ~~__ _ ___.~ ___________ Unit 'l06-100 ~ Tenant ~ Shane Compan ~ SF 9400 #Em toyees ~~ ~~~~-~ #Seats ~-~~~~-j Parking Required I -~~~ 37.6~ TyPe of Use Retail ~~ 106-200 106-210 Vecant Quickl ~ ' 1200 1200 3 , 20 4.8 r- 6.7 Retail ~__,~ Specialt Food 1 ...._ ~-~ 106-220 Ki~nc Capital, LL.C , 2400 j 8.4 Oifiice __ 106-230 Jamba Juice 'f048, 3i 18 5.3i S ecialty Food I { 106-300 106-31 d 7o~o's Vacant ^ 1650 ~ 750 __ 3 20' 9.7 3 Fast Food i Retatl `~ ! ____ 106-320 Una Mas 1580 4 57 23{ Fast Food 106-340 Slm ly Thai 1600 ~ 30~ 11.5 ~Restaurant 106-350 Hobee's 4007 12 122~ 42.5 'Restaurant ~---- ~ '{ a6-400 VACANT Royal Tofu ~~~~ 2230 0 n/a ~ 10fi-430 24-Hour Fitness ~ 8370 ' ~ 33.5 Parkin re uired is er parkin stud . 106-500 VACANT Theater 11081 0 n/a 106-510 VACANT~Theater) 3821 0 n/a _ 106-520 VACANT Theater 858 , O in/a ! ~ 106-600 Dance Academy 220d ~ _ 8.8 Dance Studio ~` _ 106-620 Coldwell Banker 9530 , 33.4 (~ffice 106-690 O tometr~r 750 3 Retall ~ 106-700 Fabulous Nails l 750 I 3 Retail , 106-710 Vacant 750 ~ 3 Retail ~ 1Q6-730 Aida's University Book 2250 9 Retail 7 06-750 Peak Physical Therapy 1$50 ~~~ 10.6 Medical Office 106•770 Bossa Bella 1900 , 7.6 Retail Total Req~ired on Exlsting Tenants ~ 264.4~ _~~ 122-Roam Hotel ~ ; 122.0 1 Hotel , I 1 st Floor Retail vw ~ ~r 2 d Ffoar Office 17647 17523 ~~ Y , 70.6 61.5 Retail ~ Office 3rd Floor Meetin Ftooms 14902 15.0 250sf/ rson & 1/4 visitors) 7otal New ~ ' J 269.1 j Parking Required based on Shared Allowance _ 496.8 ~ Grade Parking 305. Gara e Parking 165 Total Parkin Available 470 ~ _ ~ ~ ~ ~ 1 ..~ Shared Parking Analysis ~ Weekday Daytime Weelcday Evening Weekend Daytime Weekend Evening Nightime Office 913.9 11.4 11.4 5.7 5.7 Retail 85.0 127.4 141.6 99.1 7.1 Hotel 91.5 122.0 91.5 122.0 91.5 Restaurant 98.7 98.7 98.7 98.7 9.9 Entertainment 22.9 57.3 45.8 57.3 5.7 412.0 416.8 389.0 382.8 119.9 ~ N W (D 1~ ~ ~ 11 1 1 ~ I ~ S f D < ~ N HOiEL 722 UNITS 4-STORY FOOTPRBiT: r~,,se s.F. mTUn~n 81,A71 S.F. 1 t ~\ N PRELIMINARY SITE PLAN ~ SCALE:,~=40'-0• ~~~ ~t ~' a r Q MARY AVENUE ~, \ sia ~+ _ ~ `~ ` , ~~~~ ~~ _ ~ \~. ~~ `~! 1 fT4~~~.~ . , . , ~ 0 ING REQUIREMENT: ~ PARqNG PROVIDED 901 SPACES UNDPARqNGPRONDED 165SPACES ~68 SPACES 0 HOTEL GUESTROOM UI MODB•B OUIDOOR POOL p1ESAN01l 1tP6 SLdq Audmd - 19 (od 54do 9mdad - I1 !od Shdn - Y! toot (ms~Lk 6q $~q ~ 0~ ~I~I ~Ulllf PYM1~0gQ' fOd mIIQUU ~ B141NIfl $~~d 1 Bedoom 6d 2 Behmn 9mda~d 2d ~ ,,. i,.~ n i~~ti Exhibrt B - ~} P~antoq~/tald $ Bdimn 11S 16 TdaN Pr Floor 78 ffi 31 Jt M/L qkSiA00Y5 I~2 ACCESSIBLE AND HEARING IMPNRED ROOMS SHALL BE PROVIDED IN ACCORDANCE WITH ALL THE APPIJCABLE CODES OF THE Al1THOR1IY HAVING JURISDICTION. NUMBER Of RE~UIRED ACCESSIBLE GUESiR00M5 SHALL BE CONFIRMED BY THE ARCHfiECT OF RECORD fOR EACH SPECIFIC PROJECT. ALLACCESSIBLE GUESTRODMS MUST BE INTERCONNECTING ROOMS AND THE TOTAL NUMBER 5HALL ALSO COMPLY'Mni MARRIOTT DESIGN AND CONSTRUCTION CRIiERIA ------------~__~~ T ` _ \~1 `~ ` \ 1 \ " ~ Q `\ `~ ~ ~` _ _ a j ----- - j a ~ n~wi ``. b Q I 9 ~ \\~ .w y~ ,s'`~J( ~ I~a~' \~~ y '~^~~ ' ~ 4 a ~ i y` '1 „~, J }T~ < ;4 B E RETAll5 ,' g ~ ` wurarix 19,9BO S.F ^' ~ / wnaeanEnmme 0.n,aaasr.l- ro e~ o~oinieu 3 STORY RETAIL / OFFICFJ CONVENTION CENTER FOOTPRINT: 16,000 S.F. TOTALAFFA: 51,OOOS.F, l ~;~ \ `t~ \\~ ~ ~ .~ ~ b ~ -7-- ~.R:- ;;~~2,: - --- _•,°':. ~ ~ ~: . 7 •~~ ~ . . I `a~~ ..,...,e:; `!~. . :~,.'.. ~ . . . .'~::~..-... . . , .. , ....... . ...,.~ .. .. . ~ ~ ~~~~~ ,~~, ~~~~~~~~~~~~~~~~~~~~~~~ \~\\J ~/ ~, .' I ~ a :;D", ; ~'. ~ 4 .,0.,' :ro~, ;'.~... I __~-- n_ ° 4 9 ,>,: STEVENS CREEK BOULEVARD ~ ~ I ~ DE ANZA W LLEGE CAMPUS Benicle Oiflce~ 5B0 Flrst Streel, 31e. &201 Benicie, C A 9451 0 ieL ~707) 145-050t Vallelo Olfioa: 616 Marin Stroet Yallejo, C A 9459 0 ieC (707~ 558•11 11 ~rc@ercin c~rchit ecit.eom 0 J m W W ~ ~ U ~ ~ ~ Z W W ~ ~ ~ W , F- ~ U X ~tS ~ ~ ~ Y y, Z Q H Q ~ ~ O W w ~ a U H 2 } Z a ~ O J ~ ~ ~ W O ~ Q Z Q ~ ~ U a V w -~ J F- = W Q ~ ~ C G ~ Z ~ ~ ~ ~A~~ 8-21-08 REV. N0. REV. DATE Y PRELIMINARY ~ -- SITE PLAN ~ ~ ~ ~ X-65 ~ ~ ~osNO.: SHP03 ~ STEVENS CREEK BOULEVARD CUPERTINO, CA __ i. - -~_ ~~I~q i.4f „_ ~fimdmA~~, ~.. ': ~ ~ ; , ~ ~a~ _ ~, ~~~„~';, ~g.~.. _ f.im_"'a:.~e.u~:« wi - ` ~~ _ - OWNER SUNNYVALE HOLDING, LLC CIO SAND HILL PROPERTY 489 S. EL CAMIN~ REAL SAN MATEO, CA 94402 re~: ssasaa-~soo FAX:650-344-~652 ARCHITECT ARC Inc. ARCHITECTS 560 FIRST STREET, SUITE B-201 BENICIA, CA 94510 TEL:(707)745-0502 FAX: (707) 745-0592 I SUBMITTED TO I SUBMITTED FOR I CITY OFCUPERTINO PLANNING DEPARTMENT DESIGN REVIEW RESUBMITTAL APRIL 2008 ~~~~ OR•7 C04ERSHEET DR•2 SfiEPLW DR-27 PHP9E•73REPIAW DR-3 FLOIXiPU1N3 DR-3.7 PW15E-1BAS@AEHTFLOOR%AN ~-a neruucowvamaae~vanons DR-5 HQTELFIRSTFLOORPLAN oR-e rw~uva~R~ooaawr IX2-7 HOTEL&STdWESTEIEYATION$ OFi•8 HOTELNORIH680UTHElEVATIONS DR-A HOIELCOLORBAWERW.PALETTE SD-1 UEMOLITIONMASTFRPL~W SD•2 PHASE-7DEMOLffqNRAN 9UILDING AITEMTION -24 HWR FRNESS CS-1 COVERSHEET A-1 OEAqLRION d FLOOR PUW A-2 ROOFPIAN A•3 ELEVATION6WALLSECfiON$ n•e oeru~s SHf1 ALTAIACSMLMlDTI7LE9URVEY DRAWING INDEX ~~ PH0.RE-1: TENTATNEMAP: C•1 TRLESHEET TM-7 TffLE9HEET C-1 GENEAAI.NOTES TM-2 IMPSHEET C-3 NOTESANO LEf3OJ0 TM•3 PRELIMIWUiYGNAONlG6URAINhGEPlW1 C-4 EXI371NGCOWRION TM-4 PRELIMINARYUfR1TYPlAN C-5 OEMOLRIONRAN C-8 GRADINGPI.rW COFWPLW C-7 IRILfttRAN C-7 fIRSTR00R C-8 OEfAILS C•P B~SEMEM PHA3E-2 C.3 COMPLVINCE C-1 CJCOMPLWICEIXHIBR C-1 Tf1LE5HEET C-2 GENQiALNOTE3 LANDSC.ME C•3 NOTESANDLEOENO C•4 E)OS7INGCONDRION L~7 CONCEPNALUWUSCPI~ELEGENpS C• 6 DEMOLITION PIAH L• t CONCEPNFL LANDSCAPE PLAN ~NOR7N~ C• B GRM1DING PUN L- 7 CONCEPNhL IANUSCAPE PIAN ISOUfN) C-1 UiILfiYPLAN L-4 CONCEP~WILIANDSCAPEPIANPFiA3Et(NORIH) C-B ~ETAILS L•5 CONCEPN~4LLAND9CAPEPUNPFiASE1(30UTH~ Benlcle Olflee: ~ 5!0 Firel Sireel, S ls &201 § B~nlci~, Ch 91b10 ~ T~I: (707)145•05~ t Y~Ildo Olfler ~ 818 Muln Strnl ~ Vdl~~o, CA 84690 ~ Td: (707~558•11H ~ ercgueincuchil~ cl~. cam ~ ~ ~ ~ m ! ~ U w w W ~ ~ ~ ~ U y a Z ~ ~ w ~ ~ ~ ' ~ N X a U ~f ~ ~ ~ O ~ Q a ~ w a ~ ~ U ~ H 2 ~+~: ~-so•o~ REV. N0. REV. DATE 9-20-07 01-31-DB 02-04-08 03-28-08 COVER SHEET DR -1 ~~ ~oe No.: SHPO:i VICINITY MAP ~\ , ' 1 ~ ." iryn?\~''. ' / ~.•C;a'F' iaunox ~ a~e~a~aw /i. . mt~xrnn r ~ ~ .' M' ~a . y • uroEnamu ~ ' v? ~ PA9qIF ~'+ ~ ..~,, .:.~~iv ~F ...,.'~.' ' ~ 1~ ~ h.~~ "W;~ :`.~ vc :, ~ ~ ~ ~~.. nl~ d ~ ` HOTE4 ~ 122 WNfTS ~~'; ~ ~ " 4,Sfi0RY ~ - ,~7 ~r FOOTPRINf: A ' i ;~ 1 ~ a aa+sesF: . raru aaEV :~y fi1,872SF ' . . ~ PARKING REQUIREMENT: OFFSTREETPARKNGPROVIDED 3055PACES UNDERGROUND PARKING PRONUED 765 SPACES TOTAL 470SPACES L GU MOOEL•B OUIUWRP00l q.6'IAO~r~ f1P6 ~d 3d Sd Nh MIL yWyp 5~r4 - ~g (pd 15 IS IS 1! fi0 Shdo Sntlad - pl hd d { / / 1E y'hdp - y! lad ~~ y~) I 2 1 1 7 Stufu Aadud d hwM Camv 1 1 ~ I 1 Pxttnlage/Yotd SW5o fiRi 67 1 g~draom yladpd q 7 d 3 11 1 Bedroom EnE J 7 ] 7 17 PaaMage/fdd 1 Bahaam 19S 13 t 8e6odn SlmkoiE / { ! 4 I6 Pacntiqo/idtl 2 Behaan N~ 11S I6 ioNh Pa Flou 76 di 31 7( i0R1 p61A001E 1~ ACCESSIBLE AND HEARQJG IMPAIRED ROOMS SHALL BE PROVI~ED IN ACCOROANCE WITH ALL THE APPUCABLE CODES Of THE AUTHORITY HAVING JURISDICTION. O NUMBER OF REOUIRED ACCESS~LE GUESTROOMS SHALL BE CANFIRMED BY THE ARCHITECT OF RECORD fOREACHSPECIFICPROJECT. ALLACCESSIBLE GUESiFt00MS MUST BE INTERCINJNECTING ROOMS „- AND THE TOTAL NUMBER SHALL ALSO COMPLY WRN ~~ ' MARWOTT OESIGN AND CANSTRUCTION CRITERIA. >'„ . .~ ~ ..MA.R.Y A.U.E~NU.E . ._ . ... _ ......... ... .. ~ ~~` __ f ~ ( I i ~~ ~ ~~``. . ... , . ,. _ ,., , . .. , a ~ a , -' -' ~-' - .... \` ........ _.. _.~.. ~ ......~.. a , ~ ~ \, ° a ~\ h''3, p • ~ - - - i _ . ~ .~.: o;~ \ i i ~ 4 ~ ~ , , ~ ~Pa \ _ Y~ll.l~ i .. \ ~'} ~<. : E R( ) ETNL 5 '~ e Tri ~P E ~~ 19,980S,F ~,. .:, ~.ll ,r'~'.,;3-; '. ~ e S .' - non~ M~ ~ :::~.: ' ~ O \ ~ ~ . _ 3 .. ' JJJ Iil .~ ~~,d? ~ rt : b 4 ~ ~ . ~ , 2 ` ,~ ,. ~I ~ l . 'y' _ . `. . ,'~' ~ ' ' ~ ~ ,. .~ .,~ . '~ ~3 1 „ ~ I , ~ . .. . . ~ _! . ~. . , ~ . w . . , '' " '. . ^ ~~ . '' ~ ~ ~ . . ~am~amF.+rpe ... ~.i;; .. ~, ~ . . :. . . _, e J 1 . ,, ~ .€ .. , ., i ~ ... \ ~ . ` ~~ . `.. . ." , . , Q . . ' ~-? . ' ' .... 1 1 u emou.~ ~ ~ I _ I _ ~ ~ ._ q . . 4 ro~oExo~ ow ~ , ~ . . ' I I ~ am+fa rom~avawwxo ~~a~, . , ; .. , , . . . , , ` ..,... ~~ ~ ~ ~ ~ 3STORY ~ ~ .' ': ~ I ~ ~ ~ roe~oanueem Q >, . ,.., . " . ~~. : . ~, . ,, RETAIL! , ~ . ~ .! - 8,000 S.F ~ ~ ' ~ ' ~ . : , 2 ~. OFFICEI ' .~ NUENTION ~ ° I ~C ~ O P _ ~. .. E R( ) ETNL3 587 S F ` ~ ~ ~ O ' ~ i i . . 9, , I . CENTER ~: ~ ~--•-' : ...... . ~.~ . .: ~ ,~•.,'~~ , _'~.'.. E(1RETAIL2 . °' ;.~.. ~. , ' ~~. i `e - ~ F007PRkff ' I , .: ~ . ~~~..' . , ~ , 5,800S.F ,,p„ ` y { : ~ • _.. i Q.. ~ . . ., • 9 . :.~ . . ., . . ,.: ' .. ~ E roiAL knEa: ~ ~ ` - ~ S i. , , ; 7 ,. 3 U5B SF O, . ~ ~~ P 58,1A/B.F. . q ~ ~ , a, i i ~ ~ ,:, . ' " . .. o ., i r ~ ~o .~ ~ ~ a 5 , ...... ~ ~` , :; . . g' °'' 4'. . , ~ : i ~~ si~a~im~ u~ . ~ ' _ . ~ 4 F ~ .. ~.. . , .:.. ~; , ~p.. p. . +~ ,' ~ ? ~/ / ~ ~ 0 ~ , ~~ ~ rro,u~xr ~ ~L~_. . . ~r.~:.~ ~' ~ ~ . . ~ ............ . .......... . . . ~ 4 ~ ~ ~ ..... _ _ ,. _ _ - -- q STEVENS CREEK BOULEVARD ~~ ~N PRELIMINARY SITE PLAN A ~~ SCALE:1'=40'-0' DEANZACOLLEGECAMPUS Benicle Offlce: 560 Flrat Siraet,$te. 8v Benlcia, C~ 9151U Tel:(707~715~0502 Valleio Offlca: fi16 Marin Sueel Velle~o, CA 91590 iel: (707)556•1111 arc~arcincarchitects.cc 0 J m W W ~ ~ U ~ ~ ~ Z W w ~ > ~ W , F- W ~ Q X otS U ~ `n o o O f~ } Z Y Q ~ ~ = W w ~ a U H 2 ~ Q ~ ~ Q U ~ ~ ~ ~ W O ~ O7 a O Z Q a Q U ~ ~ U W ,. - = W Q ~ ~ Q O D Q ~ ~ ~ oA~: 5-30-07 REV. N0. REV. DATE 9-20-07 01-31-Of 02-D4-01 a-2a-oe 4-04-OE 6-17-08 PRELIMINARY SITE PLAN DR- 2 ~oeNO.: SHP03 ~ ~ ~,1- .- ~t\: l ` ,. ~~-: ' ~. r ~.: ~ ~ ~ 1 ~ wr ,~ ~ ; ~~ ~ ~ 1 ( ~ , ~ .. \ ~ 1 _ \ ' `'• * . ~ ~ ~;•~ 4 , y : tv ' ~ ..~ . i HOTEL t 171 UNITS 4-STORY 1 ~1 FOOTPNNT: ~ 27,15BS.F. ~ TOTALAftEk 61,B725F. 1 t ~ : ~ Z ~ 2 ~ D < ~ ~ i ~ 'e" ~ 6 ~ '~"e~'~I ,~'; :~1~`Y ,r + il~' ~ ~ . R k~ Ib~ wa,~w i% ~ jr~ ~J 10.~!@~IUEA P~0 OURIlEOF11FA~ ~e14~W81.~~ 10EC9ql01EP 3 STORY REfAIL I OFFlCEI CONVENTION CENTER FOOTPWNT: 19AA0 SF. TOTAL AFEk 56,7A45.F. l ' ~ ~ . ro~ \ \ : . .~ r'.-;:. ~~ ii p PRELIMINARY SITE PLAN A ' ~ 5~:,~=~o~-~ PARKING REQUIREMENT: OFFSTREET PARKING PRDVIDEU 305SPACES UNDERGRDUNU PARI(ING PROVIDEO 185SPACES TOTAL 1TOSPACES HOTEL GUESTROOM UNIT MIX: NO~d • B WiDO(Ni POOL pkSIAW111YP6 ~l Ld id wi loTx. 9ubo Smdad - 19 foal 15 15 15 IS 80 SLdo 9mdad - 21 faat 0 4 1 { 1Y Stdo - 71 faot (o~dM 6qs) 1 2 3 I 7 suao smdad a w~w canr t ~ i ~ ~ /taa ax e~ n I Bdaan SIQAad 2 3 7 3 11 1 BsYOOm Fnd J 3 J 7 1t Pmmmqe/fald I Boboan tAi 1J Y~hoon 9ondmd 4 • 1 4 16 Paw~/fdd 2 BNaom 1S 16 TomY Pr Floa 26 72 77 3t 10qL 4dSIR0016 172 ACCESSIBLE AND HEARING IMPAIRED ROOMS SHALL BE PROVIDED IN ACCORDANCE WfTH ALL THE APPLIG4BLE O CODES Of THE AUTHDRITY HAVING JURISDIC'TIDN. NUMBER OF REpUIRED ACCESSIBLE ~UESTROOMS SHALL BE CONFIRMED BY THE ARCHITECT OF RECORO FOR EACH SPECIFIC PROJECT. ALLACCESSIBLE GUESIAOOMS Ml1ST BE INTERCONNECTING ROOMS AND THE TOTAL NUMBER SHALLAL50 CAMPLY WRH MARRIOTf DESIGN AND CONSTRUCTION CRITERIA 0 ~ ' . 4 ~ xY ~ . -T ~ ; , r _ z ~ ~'-+ ~ - t' ~ '~..` 1 , Y 'r' ' % a,r . ka '~, T~~+p k~~. t , . ~ ~ ; : `Q , ~, i ~ 6 h >y' ~ ~~ ):~'v ~ * . ~~•' ~ : ~ PqtiMAlOF11nDN0 ~ ~., " ~ k ~ ~ ~~ ~ ,. ~~ ~ ~ ~ ~ k2~108F.) u ~ :( k Y.~ .1 ~ ~, ~ ~ ro~~~ E RETAIL4 ~ ~ 8,DD0 S.F ' ' ` 4 i 4 r . E{ ) RETNL 3 ~ .. 9,587 S.F -- j - ~ , . ., , . ,: ;~ . ,. , . . . ". :. ,~. : , ~;.•..,~ ,.~y, • . . :: E RETAIL 2 ~ ~a'~ i ~...:.., ,.,. .-,.,... ..,.: . , ,• .. ,..> .~.... .. . : 5 osF ,80 . 6i 4 9 ~I ' ~ ~ ~ .,, r', •: , , , ~ ~ :0 4 . ,.. , ., s a F 4 0 STEVENS CREEN BDULEVARD ~ ~ ~~~~~ DE ANZ4 CALLEGE CAMPUS Benleie Oflice: 560 Fint Slnet, S ~a 6201 B~nici~, C~ 81510 Te1:~107j 715•OS0 2 Vallaio Of fi~e: fi16 Marin Stroet Vellajo, C A 91590 TeL ~707j 556~111 1 ero~arcin cerchiteats.cam 0 J m I.L~ LLJ ~ ~ U ~ a ~ Z W ~ ~ ~ W 0 ~ ~ U X atS ~ ~ ~ Y ~. Z Q F- Q ~ ~ O W w ~ a _ _ ~ F- 2 U oA~: 5-30-07 REV. N0. REV. pqTE 9-20-07 01-31-OB 02-04-OB ~', 03-28-OB ~I 04-04-OB '' PRELIMINARY SITE PLAN ~li I DR-2 i ~os No.: SHP03 _-_ \ J W ~m ,~ _ §z D ~ ~ ~ ~ m ~ ~ z D °m ~ g ~ ~ m ~ v c N 49 AtlM-~`~IN 4 P O ~ \ \ ~ ~ ~ ~ ~ a 9, S ~, y4 fa: ~I~~ * 4 pllll I ~~ ~ ` '~' ~~~ ~~ q A ~:~ i ~ l ~~ ~ ~c~ ~ ~ ' .~~ I . .,,,:«; 5 l'_":~R . . . w..1 . . . . . A-,...: . Y i . f t ~ a - ~ ,i ~ , ~ j ' ' $ ~ N ~ " A ~ , ~~ ~ i i'~ ~i ~~ ~ ~, . d O ' pl ~ ~ , Ii~ ~ ~ i~ ; - e , ~ . ,}(~~~~~,t4: ~€x, .'.e' . . . . . • `~ ~~ C ~"~y / ~ A /~ ~ .e_: % Z ~ ~ ' , t , ~ ~:, ~ ~ n ~ ~ ~ m % O ~ ~ - / ~ '~yi ~r % ~ m D ~ ~ b4 ~ o ~," , 'i ~r„ _ / t 1 _ % '' % ~ . ~ . ~ .~ ~ m _ , ~ ~ ~ ~ N . Q. ~ ~ ~ `. ~ , ~ r~~~~ ~~ ~ -. -.. ~. . . . .. .. ~ :. .' . . .. - . - • . ... . . . . :._:....;......_... .: . .: „_..y_.,.--.:.;.,..... .: ~. , .. . .. ~. . ~ ~ ~ s .O O ~:. .'. • Q Y. ffi ~ T ~ ... . . ,. . .. ~ . .~ .; . :: ~ _ ..:.. a: ... .....„ • :. ..., ._ .. . . ... . . .. _ . : ~.::.: .: . . .... ~ . :. : . . .. :..:..: - ... : . . ~ . . . . . : .. : :. .. . : . ,._..... .._ .. . . _ , . ,~ ~~ ~ ~ A a A~ ~ g Z /~ ~ 9 YI ~ p ~ m ~ p ~ c ~° ~ ~ m 3 ~ ~o m a a z ~ ~ ~~ ~ ~ ~~ o m ~ ~~ ~ o D ~ ;_:a:~~Wm =o~ °.. a ~ ~~ o THE OAKS MIXED-USE PROJECT o:o ; ~ ~~^ o ' ~~ o N°~° V°~° _ ~; w N ° N , ~ Y~ HIGHWAY 85 & STEVENS CREEK BLVD z : ° N N ~ O ~' ~ ° w ~ "~ W ^ O O ' OC V ~ b CUPERTINO, CA ' W ~ ~Mtlll Y0~2 ~U 4 6 MY tl1,1~16 MC 4F61 GMB D O e~s G O ~ac~fn m x m r ee~c ~ si[ tv ~a m~ Er ~mem r~ia n avmrnvY w u~ rvn ~ rnr iv ~ ou~ e rran ~nr m w.r ....~ rm..v.. w~w .~ ~.ex .r...~.~ ..a.w ~........w .. ~.. ............~ w.~ ... 3 0 . s......~.....e.~..~ ~.....~ ...........~ ...m...."....~ s.w...... ,, P ~ , , ' ' ' ~ ; ,~ , y ! ~ ~ y i ~ ' A ~ D +C in z ~ f h i~ ; i ~ r-----~ ~w j r- ~ ~ LOCATION OF ~ j ~~UI~ERGROUND j ~--' I TRANSFORMER B~nlci~ Olfltc SEO Firrt 8trnt, St~. 6lOt B~olcl~, CA i1510 Td: (T07~716•0502 Ydldo Oflier E10 Y~fin Strat VIIII~O, CA i15i0 id: (701~550•1111 uc@~rclncuchlUCl~.com J m ~_ : GROUND FLOOR PLAN ~:,•_~~ : ~ BASEMENT FLOOR PLAN ~:,•_~~ : ~ SECOND FLOOR PLAN ~:,•_~~~ _, : THIRD FLOOR PLAN ~:,~_~~ U W W W O ~ ~ U a ~ W Z ~ ~ ~ W ~ ~ °w ~ a X aS U ~ a`~o O ~ ~. Z ~ Q H ~ ~ w _ ~ H 2 U ~A~: 5-30-07 r~v. rio. ~v. oar~ s-2o-o~ 01-31-OB 02-04-08 03-28-08 FLOOR PLANS DR-3 ~oeNO.: SHP03 ~ ~ r ~ . ~ b B~nlol~ Olflee: E S8~ Flnl 9tred, 9t~ &401 ~ B~nlal~, CA GI510 ~ ~-----~ ' ~ N~ T~L ~701)TIS•0507 ~ Vdlda Olllec ~--, i i i~~ ~oc~no-r oF a+e wui~ simt j`--J i UNDERGROUND TRANSFORMER V~II~Jo, CA ilSiO ~ i~L p0T)55A•1111 ~ _~~.~1. _ ~---- --~ e uaouelncuchlt~ct~.con K ~ SWITCHGEAR f ~ ' ~ Q Ypp ; ROOM ..._...~ - G; . _.. .. _.......7......._... i J 6 BII~ m ~ ~ STORAGE ; ., ~ O i W ~ ~' ,;. W . , ~ ~ ~ , ,......__..~?. , '-- J ~ 0 U ~ ~ a i.acnnoN oF a c~ ~ ',, N `. ... `, : , .', ~, ~ ; ~EJ TRANSFORMER Z ~ ~ W ~ ! f~ ~ ~ ~ W ~ ....... .........& ' , ~ ..... 2 .- -- ~ ``I X g , .. ~....... , : ~ ------- i ~7 V _ ~ ' ~ 6 ' - ~ Q ~ a~o O ~ 19 ~ i ~. .... I Y ~ Q i ~ ' I SrnucTUwa ~ ~ a ~ ~ , A...... ~ - ~E~ 2 W ~ i ~ ' i ~ HOTEL ~ _ ~ ~ ~ ~ IAUNORY i i 14 '~ = U ~ ,,/~ ' , ~ l1 _ '. - R _...., ~ --- - ~-------~- ' _ ~ ~ : sra~F =-- I I ~ ~ ---' ~ LW n :.. . ....: V Q ~ ~ ~ . tl i ~ ' m O ~ r , RAAP UP q i i ~~~ e _J a ,y 1 ~ ~ BASEMENT PARI(ING q ~ b A4SPACES y ~ ' ~' ~ ~ NECH. • § 26 - - --- , _.. ,. . ... .._ ~ , ' ~ I : .. ............ ._ m ,. . .. ~, ......MECH...... ..................._ ~.... . . , . :......,_,..__......_' ~---.:... :. .._.._.._... - - -- ~------------------------ ---- ,,..~ . ...... - ----------------- ---- ~ ~ ~ ~ ~ ~ ~ ~~: 5-30-07 ~ : ~ BASEMENT FLOOR PLAN ~ . REV. N0. REV. DAlE SCALE: t' = 20'-0' ~ 9-20-07 ~ 01-31-OB c ~ 02-04-08 ~i 03-2B-OB n ~ ~ 9 PHASE•1 ~ BASEMENT ~ FLOOR PLAN b ~ p DR-3.1~ ~~•~ SHP03 ." F ,; I ~ / ~~I _ . . ~ 1 I ~ ~ - ~ill- , . ~y;t.~ Y ~ ~ s~-i~y R ~ . ,\ . ~ x ~, ,~~/ ~~~ ?~ y ~ ~ - ~ . a ~/, ~,1~ ~'~ ~ ~. ~; ~~ . ~ ~ ~ ~. ..;~~,~,w~~,~.~rr, ~ ~ \~. ~ ~~ ~~~ z~~~ , ~. ~,~+ d' , ' :~x ,,~ . ~ , +E~'"- ~ s , `~ ~, ~ ~ ~ ~ - ~ ~ .: -~,. ~ y~ G ,.,:.w' J L 1~_~„ a ~„„I~~l . EM4 1 F61 l M ~ ' .... "L ~* ."6. ff ~ '. J JT ~ ~ . 9~~ r4. :..,, , , ~.' ' ~~ ' ~i~P ( TI ;, - , , ~ _ - ~, _ 7t" ~ • , ~ ~ ~~ ~~ 1 + , ~,` ' , ~ ~ - ~ ~ - ~ ~,~, - ~-w•__ ~--y/~- ,~1~; „ - ~,.~,~ 4i~1~~. - ___ 't~ it , ~ b ,.':t I',1 `' . I ~~ ~ ~~ . ,\- ~ ~ - ~ '~' S -. ~ - . - ~ ~ ; ~. ~6 ~ ~!~j ti,> -- - ~ ~~ .a ~ _ _ =.~;° T - ~' '_ - _ ~~ ~ ' i , ', i ~ = w .~ i~'r~:y~ r .~~i - ---- ~ ~ ~.~',~ ~ - - ~ --- ,~'~ , . I '~~~1~; 5 ~ - y - - - - I 6`~ I ~. • )t --- - \ `," . I _ - y i: ~ - I _ - s ~~f 4"~".I - _ I - ~ '.-Ili:~~ ~, ~ j<.L' _ ~ t..~ - ~ ~ ' - ; . .i.a __ ' ~':y~' `t~ _ ~~ _ ~ . ~~~~ - __ - - r ..;? ~. - . i 1 x.4 yk_,\` y3.-,, , _ '' , ~ \, ' ~'~ - ' i Z~ ~t~ . ' , , ' ~ : ~ ~ ~ y "~ ~,'~ J ~ 1 ~ ....,, . . . . ,!~ ,, ., ~. ~ . ,q ~ i , . _ l Itl~X.,~, ~ , ~ .d ~ . , . ~ ,. ~ I ti , / ..., , ~ ~u , „ ~. ~ -__ -~~... . . ~ . - , ,, . ~ lll/;; ~`*"J-~-- ' a.[ „y: , p ., ' ~ ~ _ ' I ~;" ~ , I i ~ .i, i . - ' ~ ~~1 ~ ~I , ~., I ~ ~ . ~ ` ~,i ~. , ~ ~f~e~~~~.. ~ \~ -.~ °~ ^ .~ ~~_,~ F ~ ~~~ ~ _ ' F ~ i~r ~ , ~ , ' `'n P 0 0 ~ `° °° ~ o a ~ .,<m ~ f° ~ ~ .~~ D o THE OAKS MIXED-USE PROJECT = ~ o ~= ~ a r .. ~ ~~ __~ , , ~ o Z /~ T N u' W ° I N ° ° ~ ~ HIGHWAY 85 & STEVENS CREEK BLVD s N ° `~ " V = y ° • ~ ~ `~ O NO p ~ O N ~ w _ - ~'~ w ,p o W 0 00 0 ~ ~ v ~ ~ CUPERTINO, CA ! ~ 3 Cm,RYiXI x01V E v 5E 6~xGS[ OMYM6.YO S EMY nIb.S i5 #S ~eCiI- 111 M [ OM1M N 1R0[C 191E IOR wp ,KV'iHI N1ViRU. Rf-YY tlt RIPOWCroI BY ixv Y[Mm, x ipuf pR Ix vMl. 4 ORMYIf-. nllt N Ox~'i x6 ~IO Y[OM1M6 iu¢4qW NL U6WS i~AS 1M Kqw~np RYUxS Wm NIC nC. xWN CM1M1 ~W MY OGwwGS u 0 ~[MG~0115 COM1iNE YPoW 11tlE LMa M2 6 ME KQIiuCF Of MF4 i50tlCN2 `~ \ ~ ~,;~~ _ ~H~ ~ . ~. , ~ ~` ~ ~~ '"',~, ,:-", ,: _ t ~ ~~ i` ~"~ o , ~ ~a ,~v ~ . , ~~~u~~~.,~;; ~'' . ~1. ,~ ~ '~ ~ .. . ~ % ;~ 1 i ~ ~_ ~ .. S'a,j _ ~ ~ %, .~ . ~~. , il a ~d I ~, ~ 'p~,~ _.~ ~ ,~ - :. ~,~~ ~ii,-7r.s ~:. ru` }` • ~I ~r- ~~~a~,~q~~~\~~4~~o.~~c,~ ,.l`, a~! ^ ..,~~ , ~.` _ ,~ ,,, .. ~~,"A~~~~~ ~~~~~~a~~~~ ~~~ ,~.~ . _, ~i ~~ ; mum~uui~ium~i~un ~ . l, , ~ • ~ ~I SITE PLAN ~ FABRIC AWNING SUNBRELA • ARMADA CITRUS 4978-0400 RT-1 ROOFTILES: USTILE P_~ PAINT: FRAZEE P_2 PAINT: FRAZEE RUSTIC MEDERA BIEND CL 2741W - ALCAZAR BROWN CL 2741 W- BISCOTTI P-3 PAINT: FRAZEE P_4 PAINT: FRAZEE CL1504M-RODEO CL1556A-CORKSCREW P-S PAINT: FRAZEE 8296N - TREASURE CHEST M_~ METAL STORE FRONT AEP SPAN - COOL DARK BRONZE I 1"IC VHhJ IVIII~CU-UJC rRVJGI~ I ,~ HIGHWAY 85 & STEVENS CREEK BLVD, CUPERTINO, CA MARRIOTT RESIDENCE INN 111 johnson Braund ~~,~ Taisei Construction Corporation CUPERTINO, CA ~,~.~~ DR-5 ~~~ L__-_-~J ~ FIRST FLOOR PLAN NORTH SCALE 3132':1'-0' MARRIOTT RESIDENCE INN CUPERTINO, CA 111 Johnson Braund ~~,~ ~~,~,~ ~~ ~ g~ ~:,~.~ Taisei Construction Corporation DR-6 MARRIOTT RESIDENCE INN CUPERTINO, CA 111 -,~~~ johnson Braund D89IINC9WP,ING ~z~.,~~ ,~.;~.~ EAST ELEVATION scue a~r:r-0• WEST ELEVATION SCALE 3/32•:,~-0' Taisei Construction Corporation DR-7 NORTH ELEVATION s~ ~•:,~-0• SOUTH ELEVATION ~ ~z•:,~-0• MARRIOTT RESIDENCE INN ~l _.. -~ ~ Taisei Construction Corporation johnson Brannd n~.acx cnour, wc CU PERTI N0, CA ~,o~eZ~,~.~ D R-8 ~.,~.~ COLORS AND MATERIAL PALETTE MARRIOTT RESIDENCE INN CUPERTINO, CA 111 =r~:,~~ )ohnson Braund DESICNGHOOP,ING ~z~.z~~ ,~.;~m Taisei Construction Corporation DR-9 EXISTING PARKING = 499 SPACES PHASE-1 THEATRE DEMOLITION = 15,263 S.F. STALLS TO BE DEMOLISHED = 213 SPACES s 0 2 f D < N PHASE•2 TOFU HOUSE DEMOLITION = 2,650 S.F. STALLS TO BE DEMOLISHED = 107 SPACES o ° ~ \ a a 1 coc ~ ~unxo 3 ~a. BUILDING 0 800 ~ 0 ~ 0 0 // dttidr aaie aoa uoxo ' 2 n~~st s ac siar s ar BUILDING 0°'~ ~0q"'"DN0 ~ ~~ 4~ BUILDING ~ ~/ ~ ~ / ~' 9 0 ~ y 6 s a~" ,, , , ; / BUILDING ~ mNe s~axo a ~~ s BUILDING i , ~ ~. ~( ~i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~.~c.~ 100 _ '/~//~ DEMOLITION SITE PLAN .,.~ 5~:,..,~ SHEET NOTES ~i ~iar xdo~c ([l nsami eutinNC.(rn~ i otYanox) 0 wa~~ (e1 amnrrc w m odima wui z nnESS ur~~xx 2 (rx~ s oEwwnox) M ^~ ~iwsami m et nmuim, cam~cra m 11F M1H PC.E 0 STEVENS CREEK BOULEVARD ~I ~ m µo caano~uh rTM caxsuT~wis aur~axs ric ~anunaxs ran ~mc oawna ~a~xrs Fax a~rwrrs nomc a) rosa~ na aopunon a n~ cusnxc mucnae rm auT cuc ~vo wt~ suLL ioas w ao~x rar ro~[ariumra s~unua wo Eawar nu~r n ro ~eawx. ~y r mrocnnu ~omis rar ~ m e~ naa~m xmemE rnx ne xtr waac wtu~tar nonrr nE Mantcr ~xo oerrr~ wmmn aniabz~na rwa~ ro ~o~ar~c ~ o) ima~c oorouna ~us amm mwFmr ro nrc a~s wiewus awwna xauoES arcaxo e~ac a ceu~s, rN~t naaa, ua nase.c u nm.+em m nE dmrt nut iwsnu.~na a xn ~ cµ e~ ~CCpPIHIkA C1701mMA1E 'MIX OPEX pUMNS FOA iXE E%IUIT OF NEN NORC GENERALNOTES b w~~ra c~iar~ic ~t wAr~irss w~r~r~ae ~~. ~j aow,MC,Q s~~u raucw u~ o~s x umaasr ~ranr w e~r~x ~ iwiaHC wo consmuena Mnxx ra~ xaxn, No Ug 71E IEPORT TO CEIERWE 'M/01 lAFES SxN1 BE 31~ E~ED Nq reai wu e[ Aoa~o. c) odaunax ~cnen[s us ~auneo m cor+roar m ewo uaunas 9ECA01 IQi. 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DAlE ~ ~ 1 LEGEND ~ ona~s~ cq smm,cn~a a~uow~ c~a~ s~e. ~ c~xm~u N01 ` DEMOLITION MASTER SITE PLAN 9 ~ ~ e q ~ H~mn~cn"~"a~ r o h~ ~~ ~~ars [mxroir~a~~tao~irh ~~ SD -1 ~ ~oeNO.: SHP03 ~ 4~ ,'J P~ f~ f f~ !~ ~ ... ~, ..,~,-~ ~.~~ h~~,~ .. ~s rc " ~ : ~ ~g~~ ~~ ~~~~~ ~$~~~~~~~~ ~~~~ ~ ~~ ~~ ~~ ~'~~ ~ S ~ 9~' g 4 °o~~~~P ~~ ~~~~ ~ T 'n ~ O ~ ~ ~~,< ~ ,; ~ ~ ~~- ,j ~ ~'j ~~.~ 5jF' ~ ~ ~z a ~ ~~ ~ ~ , ~ Q ~ ~°!~~s~ _> ~ vLy~ ~~y ~~ ~~~~ ~~`~ ~ ~~ ~~m ~ ~S~r~ M ~ O~ p~ ~~ 'm ~ ~ y ~~ vm ~ FFt ~{ ~j Z ~ ~ ~~~~ ~ ~ ~ ~ ~ ~~ ~ ~ m ~ ~ ~ m ^ f ~~~j ~ e ': i f', a~, ms ~~ ~ ,~~~x m~°~ ' ~ ~~ ~~ ~~ ~ £`~ ~ ~ ~> ~ ~ ~ F .~e~ ~ ~ F~ ~~~ 'l ~ ~ ~'~'~$ ~ s~g~i~ ~~~~tA~~~3 ~ ~ 3~ ~ ~ ~ ~ ~ ~ $§~~ ~€ ' ~~~ ~$~~~~` v m D ~ m Z ~ ~7 ~ ~ ;~~` ,~ y~ a ~~ ` s~ _ Z ~ ~ ~ ~~~ ~ ~~ ~~~ ~~ ~ ~~ g ~ ~~~~ ~"~~ ~~~~ A'I ~ ~ ~ " ~ ~ ~ ~ ~ ~~v ~ ~ ~ ~~ ~ ~ ~ m m ~ a ~ ~~ .: ,,~~ ~' ~ rry D ~ ~ $ ~ ~~ ~c~§~ ~m g 8 ~~~ ~ ~~~~~ ~~~ ~~~~N~ ~~~ ~ D ~ ~~ ~ I'll ~ y Z Z m ~ ~ ~ ~ ~ ~ : - ~ ~ ~ ~ ~~> ~, ~~~,~ ~€~~ ~~~~~ ~~~ ~ ~ ~ ~~ !E ~ ~L ~ ~ t ~ ~t~~ ~~ ~ O " Z ~ ~, . 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R. 1. ~ 2 p p d ' ~~ ~ QlE SiOAY CONG BIOCII BUII-INC ~ m o~ P HIG CONC w~u v ~ w,m~ w~b r G r ~ ,p io~cg g6 ~ ~ a ~ ~ ` , P ~ n :u.sr Q ~ r oo~ 9V.7 qo w ~~ ~ ACO mCE Oi RDOf OYERNINC ~ ~~ ANCA~E ~p AAC/-E 181.YI' S qµipl ~, 5p.pp' u ~~3 $ $ dlE S@iY R 41.Y4' 4114' 61.Y' caxc e~oac euwwc ~ 1112J SF ° L+ 7 a N i Y ~ a pi O E S CONG BlOpf BUIIDINC $ a ! ~ E ' im.u~ $ ~ seee s~ ~ ~ ~ ~ > ~ ( CONF 9~EMFII( ~ 5 % ' 1N.4Y ~~~I ' ' ~ caHC. moexruc ~ g ~ 884 SQ.FT. (8.f01 ACR6S) ARSA=352 ~ ~ ° / / , ~ eia2' ~ ~ a ~ ~ ,. EP wwiEn i..,F''~~ iiiAi iiiiiiiiiiiiiiiiii~iiii / 1 / / / ~`~ '~°~ ~ ~~ o ~ ~ ~ 572.45' N84' y, NB9'/5'40"1- ~ 09'28"~ 199.83' " (12U' PUBIJC R/W VARIES) STEVENS CREEK BOULEVARD 4 i~ O r ~ ~ ` Q ce\~4R ~ SITE CUPERTINO V[CQiffY MAP mr ro xur L=499.8P' ~ ~^ \ ~J~~~ G 0 10 0 ~ ~ ONE S10RY ~ CONC. ~OCI( BUILdNC 7005! S m.a' 2a.a' R ~u ~ o0 a; e~.sr ° b Y ~ h ~ _~ `~ ~ > 40 ~ 51~~ "~ ry~~6 ~ 44.95~ 5~ N89'15'40'lI °nn n~ b Irp m~ v4 ~ Z ¢ w w 2 ~ z w ~ ~ ~~ ~ Nm Z > m~ w ~ ~~ ~ ~~ 0 z~ S \ a_ /- z W ~ ~ a ~ U rn ~ K ~,~ ~~ ~ WZ U~ Q o W ~U ` Z_~ ~j a x VI Q ~~ O~ 0 J~ Y~ QQ z Z ° W Q ~ J a U w I ~ N Zm ~rl~ J ~ O ~ / ~ ~~ b ~ ~iir~t~. m BKF ENGINEERS CITY OF CUPERTINO, SANTA CLARA COUNTY, CALIFORNIA 1 7 ? u M~w. ' ' '~I n~ { ;~ ~ . ~y~ '' ~ ~ ~~ ~ ~~~ ~ ~ ~ ~ ~ + ~ a i ~ ~ , i"RN'r '$q + , ..weo~ x '~ °°"~"a~ ~~ ~. r+" ~,'~r. ~S k -F ~' ~ g ~ ~ aw¢g ~yF C ' \ `t ~~y~~~ _... ~~ ~ ~. S~~' . ~ ~'_ e,~, p . ` ~$ a n ~ ~ " ~ ~~1 ~+y, ~~ 1 • ~*..vacr q ~'y ~~° ~I _ wvwa , ~ s 9 ~ ~ ~ t~ t iAZyNerkv '~ J ~~' .~ ~ ! 'qr~~. '~' Q~,~ ~ r ~'° i ~ ~ ~ h ~i t i° , ~'.~X~ ~,~ ~ Y~`C~,i MxPla 4~~+ € ~ti1 ~; ~ ~ . "~na l ,~ ~~ ~ 4 . d ~~ ~~~ ~ ~ ~ ~~ ~ ~ ~~ ~ iis ~~ ~t y.' - ,~ r+ ,y~i~w'r~~~ et ~~ ~k''~k~t ~nxw, p~ q ~~"a'~ ~ ~wt~tad.. ~.- e ~ r y ~ p r ~ t;: '~ y . yw~,a~ , ~ ~. b A~~ ~' te~r ~ ~ e~M ~~; eu~, ~,~..~ y t ~ :~,~ ~ ~ut~ ,` ~ C+t u~ ,. ~ -~~~ ~ ~ ~ b ~u t ~~"'~ d '~~,fi.m«~a '~ Y9 ~ ~ ~ i; ~4 ~ ( ~ ut C JY '~ i ~ -~ ~ 3~, ~'pka ~•~ p i 3~~ ~ ~ ~ ~ ~ °s i'~ ~ s~ j~ ;. '~ f ~ ~ ° . ( '!~f ~~ ~~ ~ ir` ~' ~` ~ ti&~ 4 yk~rw~ ~n ~+ ~ Q~, a+ ~ ~ - ~,.,~r '~'"~d ~A ° - vx~w~ '~S°~•; ~~l..zr` ~^ ~A~ ! VICINITY MAP ~ N.T.S. ~~ ~ ~ ~ ~,~n~~ SANITARY SEWER NOTES 1. PJI xoAc peAartnad shall be inslalled to manAacNers spedikatlons end a~ wak shell oomqy wBh all curtanf lacal, sfate and fede2l requiremeMa. 2. All worlc shell be waatruded in eccordence with Ihese plans and tlre Slandard Spedficatbns of the Cupertina Senllary DLsMct 3. All e~cavation and beckfiping wilhin sbeel rlghFOf~way ahall be done in ec~wrtlance wiN Ne requlrements d Me Engineer d the pubRc agency Aevirg jurisdicdon. Enaoachment Perrteb shall 6e obtained end a copy shell be an the ~ab dunng COfIBWGIIXI. 4. Fiu rtaledal ahell be compected to a minimm d hw end aie hatl (2.5) laet ebove the top d pipe devation by metlwds that wil rat damage tl~e pipe a wbslkuted vAtl~ gravel a one (1) shirty rtn~. FH melenal must attaln a minimum of ninety five pemerit (95%) relative mmpactlon, as par Sfate of CaGfanie Sta~dard Spedflcatlore. 5. TM OisMct Emineer aheH be nofdied tv.o (9 xo~lna deve in advance of ataNm wnetrucllan on Ihle wdeG, ZOB33 SHEET INDEX Steverre Creek BNd. Suite 104, CupeNno, cn sso,a ~aoe~ s~~m,. n~ b~ n~, o-~m~ w~, 8~~8~,~ n~~ end IM eewnr dhrersion plam shell be given ta the astrid Enginaer. Sexer dhrersbn plem shell include sawaga bypass C-1 TITLE SHEET and emeigency plane. Wak shall nd 6egin unm tha ~aNG Enpineer hae provlded vrtlllen acceptence of Cbse plem. C-2 GENFRAI NOTES 8. One (7) eanYery aevrer leteial ahell ba 4is~alled fa each bl a hudding Laratim d laleial and piopMy canen to be C-3 NOTES AN~ LEGEND staked In Neld at tln aeme tlme Ihe sewer meln Is a~ked la co~uctlm. Laferals shall na16e ~id on las tliai Mo C-4 EJOSIING CONDIT10N5 peicartl ~2%) prade and shep heve a minimum ewer o( four and ane heA (4.5) teat al propeily Iine a edge d sanllary C-5 ~EAIOUTION PLAN sewer aasement Lamrals ahall be deeper Ihan kur and one heH (4.~ fed when dirxled by Dlshkt Enpineer. Leterels C-6 GRADING PLAN ehall nat be adended 6eya~ the atreet ripMafway tlne or aanilary sexar easamaM Ilne untll Ihe mein has baen tes~d. C-7 UTIIJIY PLAN Lelerel aexers mreWcted oulelde W 1he pudk s7ed a Cupertlm SanNery WVid EmemeM ahell be eonetrucled in C-8 DETAILS aaadence vMh the requiremeMS M, aM shal be Impecbd by tl~e Gyd CupeNno Bul~lig oepartmenl 7. The ConhecWr perfom~ng xork m Ue eanllary eevxis shall 6e requked b repister vAM Ne ~eMcl end prwide insurance a apedAed'n Sedlone 1.39 end 1.40 M Ihe DIsMcYs St~dard SpedACetions. 8. The Devebper eml General Co~actor sl~ll be respaaiNe fa proledbn d all e~istlip impiwemmb kKJudhg ezbting eanYary aexsr fadliXes fhel are tu reman end X demaped duArp conetrudkn N the pmposed Imprwemmb, slrell be repelred ro the a~l~ectian of the CupeiWw 9enilary Ok4id and atlra aMeCed egande~. 9. Chamele d all Diahkt maMalea wkhin the cona6uclbn erea slrell be piolected by P~Y'~ ~'ers, Placed in Ne manhdm and manMle aetirqe ahall be adustod to flirel greda in accardence wNh the Sfenderd Spedflcatloire of IM GqeNm SaniWy DlsMct a as dhecled by the Dislrict Erglneer. 10. The Developer end Generel CoMrecbr shell be reepwreibb la Ne pmeMbn of amhuctlm debrla eMeAnp tlie adstlng eanBary xwer aynem due la Ihe aonshuAion adivitles aseadaleC xdh Ihia pmject ard the Devebper entl CanhacWr ehell PaY el caa~ assodeled wilh the release of canetrudWn deMie Into the e~datNp xnl0eiy aev~er system Me W Nre oonslnrAbn ectlvitles aewdahed x#h Uds proJed. 11. The Developer and Ganxal Cmtracla shel be reepon~Nle fa tlie preventlan of e sewage aptll easocieled Me ConVacloro ectl+4ties an tlis pro~ed and tha ~evelaper and Conlre~ia d~aN pey a~ coats assodaled ndh Ihe releaae N sewage irRo PROJECT DESCRIPTION 3'rface ddroBe sYslem ar~d dv.mstreem aufece xeters ar~ 12• ~~'1~CBtl°"~~°MradorshellloceteelutiGtlespdaloslaAdexcavetbn): THIS PROJECT CALLS FOR THE CONS7RUCilON QF 121 UNIT HOlE1, SURFACE AND UTILI7Y IIAPROVEMEiNS MAIHIN 1HE a. UMeigmwd5arviceNerte0a117-Z800 BWNOARIES OF PHASE 1. b, SWrmO~alneCNyofCupe~tlno ~- a SnkarySexersCupe~timSenMaryWMd 13. All SeNlery Sevrer Plpes shall be WCSDR28 aapproved equal, unleas olhervdse ape611ed bylhe Distrkt Engineer. 14. Axass foi pedestriare and vehides shall ba provided at all tlmes unless approved in vrtitlng by the IXs61d Engineer. Appiwel o} tlroae plana hy CupxNra SanAery DIS61e1 daes nol ydkve the IrelaHm of ~he responsibility br Ihe arte~on M m(stakes, ertas, a amissbm. If, during the murse of crosWdlon of the san'dary saxrem tha pubBC inlerest requirea a modifintbn of, or a deparWre hom the DIstAG SpeclAcetlory or tlbse ImprovemeM plare, Me Diahid Erpineer shall have Ihe autlaMy to reWire such madlfipUana or depeAure aM lo spedly the manner In xfiich the ma?Bwtlare ar departure is C be dona. Approved ~ 2004 CUPERTINO SANITARY DISTRICT DlsMcl Engincer Jua 04 ~ ~ ~ Y y~ v ~ pq 6 <pp u ~gy~~r ~~qSY ad~~~ ~i ~3 ~~ ~ ~:1 ~ 6 2 ~ 0 ~ J a U N O~Wo ~WH~ ZNW~ F-aFJ-~ wa~~ < a Z ~ N ~ O Z F ~ w a ~ U ~~.. ~~~ ~5~~&~~ C-~ 1 a 0 BKF ENGINEERS CAUfION: 1. THE LOCATN7NS, 9ZE5 rWD/OR DEP1H5 OF Ed571NC UN~ERGROUN~ U11U71E5 AS SHOVM ON iHIS PLAN NFRE OBTAINED FROM SOURCES OF VM11NG RELIABNtt. 7HE CON711ACTOR IS CAU710Nm iHAT ONLY PCNAI IXCAVA710N INLL REVEAL 7HE TYPES, E%IENT, 92E5, LOCATIONS AND DEP7HS OF SUCH UNDERCRWNO 117R171ES. (~ REASONABIE EFFORT HAS BEQI NME TO LOCATE ANO ~ELNEAIE ALL KNOWN UN~ERCflWNO UilllilES). CON7RACT01! SHALL YERIFY LOCA710N AHD DEPTH PRIOR TO ~HY EYCAVAiION pt IMPR0~4AENT. 2 CANIRACTIXt SHALL CONTACT UNDEIlCROUND SERNCE AIERT FOA LOCATION OF UNOQtGRWND UlIl171E5 AT LEAST 48 HWRS PlilOfl TO COMMENCEMENT OF CONSIRUCTION - PHONE (800) 842-2M4. CONTRACTdt SHALL 4fliIF'! ALL E%1SiIN6 UiIIJ71ES PRlpt TO BECINNING ANY WORK ON 1HIS 9TE 3. CANIRACTOR SHALL AEVIEW 1HE RECORD DOCU~IENTS FOR h1E E74S11NC BUILDINGS (ORAXINCS ARE AVNLABIE AT 7HE PUBIJC WORKS ~EPT.) FOR A~DI710NAL UN~QtCRWND CONOI710N5 THAT AIAY Ofi I~AY NOT MREADY e~ s~avm on n~es~ oocuMan P~a~ ro coMMaaNC ~n+ UN~QtGOURN~, GRA~MC qi FWNDA710N MVRK. 4. iHESE ORANINCS ~0 NOT A~ORESS CONTRACTqi MEANS, ME7HOD5 di PROCESSES 7HAT MAY BE ASSOCIAIED VA1H ANY N%IC SONS IF FWND ON 57E hIE CONTRACTOA IS RESPONSIBIE FOR COldPL11NC 'M1H hLL qTY AND COUNtt STANOMDS RND APPAOPAIAiE AEIXILATIXJS OF TO%IC SqLS ARE ENCWNTEAED. CONiRACTOR IIUST NO71FY 1HE qN5 PRDJECT MrWAGER IMMEDUIELY IF ANY SOILS ARE E4EN SUSPECIED OF BONG CONTANINAIED. GENERAL SITE NOTES: I. CWI7RACNfl S4ALL N51T ME SITE PPoOR TD BID~ING ON MIS WORK µD CON9DER IHE EIaSTING CONp110N5 ANO 9TE CONS7RAIN15 IN 7HE BI~. CONIRACTOA SHALL BE IN iHE POSSESSION OF ~N~ FAMNAR VN1H Cltt STANDAR~ DETAILS ANU SPECIFlCA710N5 PRIOR TO SUBMITiING OF A B10. 2 ALL WORK ONSITE AND IN hiE %IBUC RICHT-OF-WAY SHALL CONFORM TO qtt STANDMD DETAILS 8 SPEqFlCAlIONS. 3. ALL VNRN SNALL BE PEAFORMm IN ACCORDMlCE M11H THE SOILS REPORT pREPARm BY 1RFAANf11 AND Rp10 DAlEO: 11 AUOJST 2003, PRO.ECT N0. 371&01 AND 7HE APRIL 6, 2004 lET7ER TO JANE VAUCHPN 71RID 'NOR7H PROPQtTY l1NE REfAINING WALL ~E9GN AECOMMENDA710N5' 4. PPoOR TO BEGINNING WORI(, FND AFIER INIIIAL HOPoZONTAL CON7ROL STANINQ CONTRACiOR SHALL FlEID CHEQf ALL ElEVA710rS MARKFll M17H (E) ANU AEPOAT ANY DISCREPANpES GREATER 1HAT Q05 TO CINS PROEJCT ENpNEER. 5. OAMAGE TD ANY EXIS7ING SIIE IYPROVEMENTS, UTIIJ71E5 AND/OR SERNCE$ TO REMAIN SHALL BE RESPONSIBNtt OF THE CON11iACTOR, CON7RACTOR $HALL ~'PAIR AN~/OR flEPUCE N KINO. B. CONTRACTOR SMALL PItEPAftE AND IMPLEI~ffNT A iRAFFlC CONTROL PUN ~ffN iHAT ADpiE55E5 iXE NEED Fqt THE CON71NUW5 USE OF 7HE S7REET iHRIX1CHWT 1HE WRA710N OF CONSiRUCTION. 7, CINL ENqNEER OR SOILS ENGNEER N RENEW ALL CNADINC AN~ SUBIIIT A FlNAL REF'OfiT TO THE q1Y PPoOR TO OCCUPANCY & COMPAC710N REP01t75 ANO PAD ELEVATION CERIIFlCATE IS flEp11RFD ON ALL BUILDINC PAD WORN. g, CONTACT PUBl1C WORNS, 713-3104, F01! DRAINACE ANO FlNAL CRAOE INSPEC110N, VMICH INCLUDES ORNN LINES AN~ ROOF DRAINS/bONN SPW75 10. CONiflACTOR IS flE5PON9BlE FOR WSf CON7ROL ANO INSUAINC hiE AREA ADJACENT TO THE WIXiK I$ IEFT IN A CIEM! CONDI7IIXJ. 11. THE CONiRACTOR SHALL RENEW S1D. DETAIL 6-4 ON 7REE PROlEC110N PRIOR TO ACCOMPL1S41NC ANY WORK Oft REAIONNC ANY 11HE5. 12 U7ILIIE BEST MhNACEMENT PRAC71CE5 (BlIP'S), AS REGUIRED BY 7HE STATE WAIER RESOURCES CANTROL BOAR~, FOIt ANY hC71NTY, YMICH pSNRBS SOIL 13. ALL ROOF DRRINS AND/pt OOMNSPW75 SHALL BE ~RAINFD SHEET FlAW 2x AWAY FTtOM 7HE BIIILDING AND MAYBE COLLECTE~ BY DRAINAGE INIET CTE CONNEC7ED TO PUBUC ST01lM DRAIN FApIJTY. IF AN~ ONLY IF 7HE ~RAINAGE IS IN hiE HILLSIOE AAEA CAN 7HE WA7ER BE ~IAECILY CONNEC7ED TO 7HE PUBl1C ST(MtM OAAIN. SITE MAINTENACE: 1. CONTRACTON TO GATHER ALL CONS7RUC710N OEBPoS ON A AEWLAR BA515 ANO %ACE IT IN A DUNPSiER qt O7HER CONTARER VMICX I$ EMPIIm OA REM01¢D ON A REGUUR BASIS NHEN APPROPRIAIE, USE TARPS ON hiE C,OURN~ TO CIXIECT FALLfN D~RIS OR SPLATIERS 7HAT CWLD CONIRIBUIE TO STORN WATER RUNOFF Pq1U710N. 2 CONiRACTpt TO $KEEP OA YACUUM 7FE $TREEf PAYENENT AND S~EWALNS AOJOINING 7HE PROJECT 9iE ANO 1HE ON-9iE PAVED AREAS ON A D,VLY BASIS SptAPE CAKm-ON MUB AND DIRi FROM hiESE ~REAS BffOAE SRfEPINQ CIXtNERS AND HM~ TO REACH MEAS SHALL BE SNEPT MANUALLY. J. CON7RACTOR TO SIVEEP dt VAd1UM 7HE S7REET PAVEMENT rWD SIDEWFIKS ADJqNING 7HE PRWECT 97E AND 1HE ON-9iE PA4ID MEAS ON A ~AILY BASIS SCRAPE CAKFD-ON MUO AND OIRT Fft0A1 7HESE AREAS BffORE SNfffINC COANFR$ AND HARD N REACH AREAS SHALL BE SN£PT AIANUiU1Y. 4. IF 7HE STREETS, SIDEWAlKS ANO/IXt PARIUNG tAT AAE PRESSURE WASXm, D~RIS MUST BE TRAPPFD ANO COLLEC7ED TO PREYENT ENiRY INTO TiE STORM DRP1N SYS7FM. NO CLEANING ACENT MAY BE DISCHARGED INTO 7HE STORM ~RNN.IF ANY CIEANINC ACENT IXt ~ECAEASER IS USFD, WASH WAIER MUST BE COLLECIFD MA OISCHARGED TO 7HE SANITARY $EMER, SUBJECT TO 7HE NPPROYAL OF THE pN5 ENqNEER OR INSPECTOR, Oli O7HERNISE OISPOSED OF iHROUpi MPROYID DISPOSAL YETHODS. S. CREA7E A CONTAMm ANO C04£RED AREA ON 1HE SIIE FOR 7HE $TdtACE OF BACS, CEMENT, PAIN75, OILS, FFR11Ufffl5, PES71qDES, OA OTNER IIAIERIALS USm ON 7HE 91E 7HAT HA1~E 7HE PO7EN11AL OF BFJNC DISCHARCW INTO 7HE STORM ~RAIN SYSIEM 1HROUCH ~1HEA B~NC N1N0-BLONN OR IN THE EYENT OF A AIAIERIAL SPILL 8. NEYEA CLEAN MACHINQtY, EWIPMENT Ofl TOOLS INTO A SIREET, WT7FA OR STOREI DRAIN. ~, ca~~ACroA ro asrae n+nr c~aT muacs, raNm+S a+ SNCCO/PLASIEA FlNISHINC CONTRACTORS DO NOT DISCHARGE WASH WATER FRON EWIPMENT, TOOLS OR AINSE CONTAINEAS INTO WT1fA5 Ofl atAINS a 7HE ON-SITE S10RM ORAIN FApLI11ES S'iALL BE CLfANm F MINIMUM OF 7WICE A YEM AS FIXLOWS: IAIIAE-IAIELY PPoOR TO OCTOBFft 15hi AND ONCE IN JANUARY. ADOI710NA1 CIEANINC MAY BE REq11RE0 IF FWIO NECESSARY BY iHE pN5 ENqNEQt. CON7RACTOR SHALL BE RESP4NSIBLE FOR COSTS ASSOGAiED N11H CLEANINC. 9. CONTRACTOA TO PREYENT ~UST FROM IEAMNG 1HE SIIE AND ACd1MIlU71NG ON AOJACENT AREAS AS REWIRED IN iHE DUST CONIAOL NOlES ON 7H15 SHEET. 1~. CONIRACTOR TO PREVENT SEDIMENT DE9R15 STOfiY RUN-OFF FltOM LEAYINC 7HE SIIE OR ENIERING STOIiM ~RAIN OR SAIkTARY SENEH SYS7EM5 RS REQUTAFD M! 7HE fA050N AND SE014ENTA710N CONTROL xohs a+ n~is s~~r. ~~, IIAINTNN DOS7INC lAEES AND PlAN15 TF1AT PRE TO REMAIN AS REWIRm BY 1HE iNEE ANO PI.ANT PROIECTION NOTES ON T15 SHEET. DUST CONTFIOL: 1. WA7ER 7RUq(S SXALL BE PRESFNT FND IN USE AT THE CONS1RlICTION SIIE ALL P01l110N5 OF THE SIIE SUB~CT TO BLOYANC OUST SHALL BE WAIERED AS OF7EN AS DEEMm NECESSARY BY 7HE ptt ENqNEER NANA(~R IN OR~FR TD INSUAE PROPQt CON7ROL OF BLOYANG DUST FOR iHE DURAlION OF iHE PRO~CT. 2 WAIERING ASSOpATED YATH ON-SIIE CONSIRUCIIIXJ ACTINTY SHALL TAKE PLACE BETSEEN 7HE HWRS OF 8:00 AM AND 7:OD PM AND SHALL INCWOE AT LEAST ONE L,OTE-hFIERN00N WA7ERINC TO MINIMIZE 7HE ffFEC1S OF BLOWING OU5T. 3. ALL PUBLIC S7REET5 AND AEDIANS SOILED OR LIT7ERm DUE N 1HI5 CONS7RUC71IXJ hCiINTY SHALL BE CIEANm AND SV~EPT ON A ~AILY BA515 ~UAING hiE WORKMEIX, OR AS OFTFN AS ~E~Am NECESSARY BY 7HE Cltt ENqNEEN, TO 7HE SAIISFAC710N OF 1HE qTYS ENpNEOt IN~ECT(Ii. 4. WAIERING ON NBUC S1REE15 pt PONEfl WAAIING SFDIMQITA710N ON S7REE75 SHALL NOT OCWR, UNLESS CON7RACTOR Cq1EC75 ANO FlL7ER5 ME WASH WAIEA PflIOR TD I1S EN7EICNG iHE pN5 STOAM URAIN SYS7EN. S. ON-97E PA~ID ACCE55 ROADS, PARI(ING AREAS, ANO STAqNC AREhS SHALL BE SNEPT DAILY Mlhl A WAIEfl SNEIDER. 6. ALL 7RUq(5 HAULINC Spl, SAND, AND O7HER LOOSE MAIERIALS SHALL BE COlflim M1TH TARPAUl1N5 OA O7HEA EFFEC71~£ C014RS 7, iHE SPEED OF ALL ~EHIClES DPoNNG ON UNPA4ID NOA05 OR POR710N5 OF IHE 57E SHALL BE LIMIIED TO 15 IIPX. fl WrIFEL WASXERS $HALL BE INSTALLED M!D USED TO CIEAN ALL 7RUCN5 AND EOUIPIIEN75 LEANNC 1HE CONSiRUC710N 97E IF NHEf1 WASHERS CANNOT BE INSTALLED, 71RE5 01t iRACKS OF ALL 7RUqf5 AND EWIPNENT 91ALL BE WA91m OFF BEFptE LEANNG iFIE CONSTRUC110N SIIE EROSION 8 SEDIMENTATION CONiROL NOTES: 1. EROSION CON7ROL MEASUAES ARE M7ENOm TO PREl4NT SmIMENT ANO DFBfl15 FRdI EN7QtING 7HE pTY STfMiM DRAIN SYSTEM, SANITAAY SENER SYSTEY IXt FAOM IEANNC THE 91E 1HE CONIRACRNt SHN.I MANE AOd151MENTS IN 7HE FlE1D TO MAKE SURE THAT TFWS CONCEPT IS C~RRIED W T. 2 Qt090N CONIROL FAW71E5 MI~ IAEASURE$ /J2E TO BE INSTALLFD AND OPERABLE BY OCTOBFIt 1el (OR N17HIN A PEA10~ OF 7HREE 'AE~(5 A~IER iHE START OF CONSTRUC710N ACiIN71ES, IF IHAT STARi IS BETA£~~! OCTOBEF! ANO MA1~ ANU SH~4.L CON7INUE IN EFFECT UN71L JUNE 1at OR UNiIL INSTALLATION OF 7HE PERMANENT 91E INPROY'._MEN75. 3. CON7RACTlM SMALL ASSUNE 1HE CONCEPTS ON 7HE EROSIIXJ CON7ROL PUN. SHE~ C5.1, ARE SCHEMA7IC MINIMUM REWIREAIENTS, 7HE FULL EXTENT OF~MIICH RRE TO BE DETFRNINm BY 7HE CON7FACTIXt CONIRACIOR IS RESPONSIBLE FOR 7HE IXACT DESICN AID E%IENT OF 7NE mos~on conma sn~u so mu ir woeKS w~n~ n+e corvmncroR's WI IN7EN~E~ USE AND MANACEMENT OF 1HE CONSTRUC710N SIIE 4. ALL EROSION CON7ROL FAqU71E5 91ALL BE INSPECTED BY 7HE CON7RACTOR AND REPAIRm, AS REWIRFD, AT 7HE CONCLU90H OF EACH WORKING DAY DUPoNG 7HE RAINY SEASON. 7HE CON7RACTOR SHALL INSPECT 1HE ER050N CON7POL FACIL111E5 AND MAKE NECESSARY REPAIRS PAlpi TO AN71qPATEO STqiNS AN~ AT REASONABLEIN7EAVhLS DUPoNC STIXiNS OF E%iEN~ED OURAiION. REPAIRS TO DANACES FAqL171E5 SHALL BE MADE I4YEDIATELY UPON OISCOYFRY. 5. AS SOOq AS PRAC7ICAL Fp10N1NC FACH STDRM, 1NE CONIRACTOfi SHALL R6AOYE ANY ACCUMUlA710N OF SILT IXt OEBPoS FRpA 7HE EROSION CON7ROL SEDIAIENI BA9N5 ANO SHALL CLEAR 1HE OU71.ET PIPES OF RNY BLOd(AGE 8. PROY140N SHALL BE NADE TO ASSUf~ 1HAT BORROW M1REAS AND STOQf PoLED SqLS ARE PItOTEC7ED FROW EftOSION. hi15 SXALL AT A MINUMUAI CQN95T OF COYERING 7HE AREAS N17H PL4571C SHEEIINC. 7. PPoOR TO 1HE CONMENC~AENT OF ANY CLEARING, GRWING, OR IXCAVATIDN, hIE CON1flACTOR SHALL VEPoFY hIAT THE ONNEIt HAS SUBM1T7E0 N 7HE STAIE WAIER RESOURCES CON7ROL BOARD A NO71CE OF INTENT (NOQ FOR CA4ERAGE UNDEA 7HE STAIE CONSTRUC710N STIXt1A WAIER CENERAL PQi41T. 7HE CONIRACTOR SHALL MAINTAIN A COPY OF 7HE Nd ON 7HE CON57RUCTION S11E ~. 2 J. 4. 5. 6. 7. & 1. 2 3. 4. 5. 8. 7. B. 9. 1. 2. J. 4. 5. TREFJOLAlR PROTECTION NOTES; PPoOR N BEdNNING CONS7RlIC110N ON 51F, CONTRACTOR SMALL IOEN7IFY M!0 PROIECT E%ISTINC TREES AND PLAN7S ~ESGNATE~ AS TO REMAIN. PRONDE B FOOT TALL TREE PROIECTION FENCE IN7H DISTINC714E 4ARKING N9BLE TO CONS7RUC710N EWIPIIENT, ENCLOSNG DflIP 11NE5 OF TIiEES OE9p1AlED TO RF}AAIN. WORN AEOUIRED NITHIN FENCE LINE SHALL BE H0.D TO A MINIMUM, AVON UNNECESSARY MOVEMENT OF XEAYY EWIPA~NT M17HIN FENCED AAEA Alm ~0 NOT PRRN YEfiICLES YA7H IDIf AUNNINC ENdNES UNDER DRIP l1NE OF 7REE5. PRIOR TO RE7AONNC ROOTS ANO BRANCHES URGER 7HAN 2' IN DIALEfER OF iREES OR PLANTS MAT ARE TO REMAIN CONSULT N17H THE UNOSCAPE ARCHIIECNRE ANY CRA~E p1ANGE5 CflEAIER THAT 8' NITHIN 7HE DPoPl11E OF ElAS71NC iREES SHALL NOT BE IIA~E M17FNN1T FlRST CONSULIINC THE LAN~SCAPE UtCHIlEC1URE PROIECT E%IS71NC 7REE5 TO REMNN FRON SPILLW CHEMICALS, NEL qL MOTOR q4 CASOLWE AND ALL O7HER CHEMICALLY INJUPoWS MAIERIAL; AS MELL AS Fftpl PUBBLINC OR CONiINUWSLY RUNNINC WAIER. SXWtD A SPILL OCCUR, SRIP WORN IN 7HAT AREA AND CONTACT THE CITY'S PRO~CT YANAGER INNmU7ELY. CONTRACTOR SriALL BE RESPON98LE TO MI7ICATE OAMAGE FltOM $PILLID IAAiERIAL AS NOl AS MAIERIAL CLEAN UP. PItONOE IEMPORARY IRRIGA710N TO ALL 7RFE5 AN~ PLANiS 7HAT ARE IN OA ADJACENT TO CONSiRUC710N AAEhS YMERE EIOS7ING IRRICA710N SYSIEMS MAY BE AFFECIED BY 7HE CdW57RUC110N, A1.50 PRONDE 7EMPptARY IRPoGATI(N! TO RELOCA7ED 1REES CONTRACTdt $HALL BE RESPON98lE Fpt ONCAINC MAINTENANCE OF ALL iREES DESIGNAIED TO REIIAIN FND FOR MAINTENANCE OF RELOCAlEO 1REE5 STOqCPILFD IXIRING CONS7RUCllq1. CONTRACTOR `MLL BE REWIRm TO REPLACE 7REE5 7NAT qE DUE TO L4CK OF MAINIENANCE DEAIOLRION NOTES: 7NE CONiRACTOR SHN1 LOCATE ANO CLEARLY MMK (PNO THEN PRESEItVE iNESE MARNEAS) FOIt THE WRATION OF CONS7RUCTION OF ALL 7ElEPHONE, DATA, SIREET LIGHT, SIGNAL l1GHT iW POVhR FApl1TIES 7HAT ARE IN OR !EM 7HE AREA OF CONS7RUC710N. CCN7RACTdi'S BID IS TO INCLUOE ALL NSIBLE SURFACE ANO ALL SUBSURFACE FEANRES IDQI7IFlED TO BE REM04ID OR PBANDONEO IN 7HESE OOCUYENTS 7FIE CON7RACTOR SHALL BE RESPONSIBI,E FOR A$IlE INSPEC110N TO FULLY AqfNOV~LEUGE hiE E%1QIT OF iHE ~EMMOUlION WOAK hlE CONIRACTOR SHALL BE AESPONSIBIE FIXi OBTAININC ANY AND ALL PERMIiS NECESSARY FOR ENCROACHMENT, diA01NC, OEMOIJ710N, AN~ pSPOS~L OF SAI~ MA7ERIALS AS REOUIRE~ BY PRIVATE, LOCAL AN~ STAIE JURISOIC110NS. TiE CON7RACTpt SHALL PAY ALL FEES ASSOqAIED N11H hiE DFAIdJTION WORN. 7ME CONTRACTpq SHALL RFAIOVE ALL HAZARDWS M~IEPoALS FROM 7HE EX1511NC BUILDINC AS I~EN11Flm IN 7HE SPECIFlCATIONS WORK hN0 DISPOSAL SHALL BE DONE IN A IAANNER AS SPEpFlm IN h1E SPEdFlCh710NS CQVTflACTIXt SHALL 8E RESPONSIBIE FOR THE IXEq1Ti0N, PER4175 AND Fff5 ~SSOdATEO M1TH 7H15 WORN. CONiAACiOR 91ALL PAY ~ISPOSAL FEES BACKFlLL ALL DEPAE590NS AND iRENCNES FRON ~ENqJ710N TO iHE SA715FAC110N OF 7HE $qL ENCINEER. NITHIN 11N115 Oi YqRN, ~M01~E q1RBS, p1TiERS, LANDSCMING, 9CNAGE, 1REES, $HRUBS, ASPHALT, UN~ERCRd1N0 PIPES, ETC. AS INpCAIED ON 7HE ~RAXINCS. REMOVAL OF UNDSCAPING SHALL PlCLUUE R0075 ANO piCANIC MAiERIALS TO 7HE SA715FACTION Of 1HE SOILS ENqNFER. CONIRACTOR SHALL PAONDE A CONS7RUC710N FENCE AROUN~ THE EN11RE AREA OF DEMIX1110N AND CONS7RUCTION, INCLUDINC ALL STApNQ STONAGE, CONS7RUCMk1 OFFICE AND UVD014N AREAS. FENCE LOCA710N MAY BE ADJUSiED FROA1 71ME TO 11ME AS CONSIRUC110N PROLCEEDDS TO EXp110E SOME AREAS VMERE CONS7RUC110N WORN IS NOT BONC DONE AND 7HE AREA IS NOT OBJEC110NA&.E IN NSUAL APPEARANCE. CONST0.UC~ON FENCE SHALL BE A MINIMUII OF A 8' HIGH GALVANIZEfI CHAIN LINK N11H CRFII7 XINDSCREEN FABRIC ON 1HE OUT9~E OF 1HE FQJCE CON7RACTOR SHAl1 AEPUCE THE GAEQJ FABRIC AT LF15T IXJCE A YEAR OR AT SUpi A 11ME AS IT BECO~,IES TATIERm AND UN9CH7LY DUE TO NIND Olt CONSIRUC710N ACIINTY. CONSTAUCTION FFNCE AODREnED IN 1HESE NOlES IS ONLY FOR NSUAL CONFORYANCE OF 1H15 CONSIRUC710N 97E TO h1E qtt STPNDAADS. CONIR~CTOR NAY REWIRE AD~I110NAL FENqNG, BMRICADES OR O7HQi SAiEP! DENCES TO KFFP iHE 9TE SECURE 8 SAfE. GRAWNG NOTES: 1. N1 PAVE~ AREAS ARE TO SLOPE A MNIMUM OF 1x ANO MrWMUM OF Bx VE ACCES4BLE STALLS AN~ IAAqNC ZONES ARE TD SLOPE AT A MAlOAIUM OF ZS ANO ACCE5561E PATHWAYS ME TO SIOPE AT A MAfOMUM OF 5x IN THE DIRECTION OF TRAYEI, PND 7HE SI.OPE CAOSSWAYS TO 7HE ~IRECTION OF TRAYEL SHALL BE AT A MA%IMUII OF 1X ANY AREA$ ON 1HE 97E NOT CONFdiIAINC TO 7HESE BASIC AULES DUE TO E%ISTING CONDI710NS IXi DISCREPANdES IN 7HE DOCUMENTS ARE TO BE REPOR7ED TO 7HE ENdNEER PRIOR TO PROC~INC N17H PUCEMFNT OF NOIX BASE, FOAIAWqtK FIXi CURBS ~ND/IXi FLA7WORK. 2 CONIRACTpt SNALL DEiERMINE EARIHNDRK WAN7171E5 BASED ON THE TWOGRAPHIC SURVEY, 1HE SOILS IN~ES71CA710N AND 7HE PROPOSED SURFACE 7HIpfNESSES M1D BASE THE BID ACCORDINGLY. NOTE 1HAT A SEPARAIE DEMOtI110N CONTRACT HAS BEEN ISSIm TO TAKE THE 57E iADM 7HE WAY IT IS AT 7HE 11NE OF THE BID TO hiE CONOI110N5 DESCRIPBm IN 7HESE OOCUMFN75. ANY DIFFERENCES BE7`AE~i iHE STAIE IN NHICH hiE SIIE IS DEUYERm TO 1HE CON7RACTOR AND THESE ~DCUMEN75 SHIXILD BE N01ED TO 1HE ENGINEER. 3. ALL FlLL SHAIL BE COAIPACTE~ PER THE SqLS flEPORT ANO 7HE CON7RACTOR SHALL COCftDINAIE ANO CONPLY N17H 1HE OMNEICS 1E571NG AGQICY TO TA1(E THE MPROPflIATE TES1S TO YEPoFY COMPACINN! VALUES. 4. IMPptT SOLS SHOUID MEET 7HE REIXIIREMENTS OF 1XE SOILS REPpiT 8 SPECIFlCA710N5. 5. COOROINAIE 7HE PIACENENT OF NL SLEEYE$ FOR LWDSCPPE IRRIGA710N (WA7FR AND CONIROL NIflINC) ANU SITE UGH7ING PPoOR TO THE PLACQdENT OF ANY ASPHALT, BASEROCK OR CONCRETE SURFApNG SEE UNDSCMING AN~ SIIE ELEC7fiICAL DRANiNGS 6. DO NOT AOJUST GRADES ON 7HIS PLAN YA7HWT PAIOR NAITiEN APPROVAL OF THE ENpNEER. 7• 91E SittIPPINCS 1HAT CONTNN ONLY OAGANIC MATEAIAL (NO DEBRIS 7RASH, BFOKEN CONC. pi ROCKS GREA7ER 7HAN 7'IN a~VdEIER) MAY BE USFD IN LANOSCAPE MEAS, EXCEPT FOR AItEAS IOEN71Flm AS IIFORT NP SOIL BY hIE LANOSCAPE DRANINCS. IXCE55 S7RIPPINCS SHALL BE REMOYID FROM 9TE B. SPOT ElEVA710N ARE N FlNISHm SURFACE 9• TOP OF CONCREIE CURBS ARE 0.50' ABO~E TOP OF PANNG ElEVA71plS, U.N.O. ~0• ROUGH qiA01NC TO BE YA7HIN 0.1' AND FlNISH CR~06 ME 10 BE M17HIN 0.05', HOWEYFR CONTRACNR 4iALL NOT CONSIftUCT M1NY IIIPROVEAIEN7$ THAT N1LL CAUSE WAIER i0 PON~ pt NOT MEET REqUIREMENIS IN cn~oiNC Not~ p. OENEfiAL UfILRY SYSTEM NOTES; 1. ALL TPFNCHES SHALL BE BACKFlLL£U PEA 1HE SOILS REPORT N17H APPROPRUIE lESTS TO YERIFY COAIPAC110N VALUES 2 CLEAN W75, CATCH BASINS AND AREA OIiAINS ARE TO BE ACCURAIELY IACATED BY 7XOR RELI71ON911V TO 71E BUIIDINC, FU7M'IXtK, ROOF DRNNS, AND/qi CURB LAYOUT, N07 BY 7HE LENC7Fi OF PIPE SPECIFIW IN ME ~RAMINCS (NHICX IS APPRWOMAT~. 1 SEE PWMBkIG DtiAMINCS Fqt CON7INUA110N OF U~ILI11E5 M17HIN 7HE BUILDINC. 4. ALL PBOPOSFD U11117ES SHALL BE UNOERCROUNO, IINLESS SPECIFlCALLY C~llID WT AS ENIERINC iHE fACE OF 1HE BUILDINC. 5. CONTRACNR SHALL STAKE LOCA710N OF ABOYE CROUND U7Rltt EOUIPMENT (BACNFLOW PREYENTOfl, ETC.) AND NEET Nlhi ptt ENdNEER AND PROJECT ENCINFEft TO REYtEW LOCATION PRlpt TO INSTALLA710N. PUNNING DE7ARTMENT MUST SPEqFlCALLY AG9EE VA1H LOCA710N PRlqt TO PROC~ING VA1H THE INSTAUAl10N. 6. CON7RACTOR SHALL PREPME AN ACCURAiE COAIP0517E U7ILITY PL1N 7HAT TANES INTO ACCWNT 1HE ACNAL LOCA710N OF EtlS11NG U7IWIES AS ~EIERMMm DUPoNC 1HE DEMIX1710N WORN, 7HE U~1111ES SHOMN ON 7HE pNL ~RAVANCS, ANO 7HE SIIE PONER, CIXJWI7S FND 11CH71NG SHONN ON THE ElEC1FtlCAL PLANS. 7HE FlRE SPPoNNLER SYS7EM SHALL BE INCLUDm AS OESICNED 6Y 7HE ~E9CN/BUIID UNDEHCRWND FlRE SPRINKLER CONTRACTOF. 7. FOR CRANtt ROW S1SIEMS CONTRACTOR SHALL 14AIFY (PO7HOlE IF NECESSARI~ Slff, MA7FRIAI, LOCAINN! I~NO OEP1H OF ALL SYS7EA15 7HAT ARE TO BE CONNECIFD TO IXt CROSSm PRICR TO 7HE 7RENCHING OA INSTALLA710N OF ANY GRRNtt FlAW SYS7EM. & CA7HODIC PROIECTION IS flEWIREO ON ALL NETAWC FlT71NG5 AND AS56,IBUES iHAT ARE IN CONTACT YA7H 7HE SqL fAN7RACTOR IS RESPON9BlE TO Fl1LLY FNqNEER AN~ INSTALL iH15 SYSTEAI RNO COOROINAIE ANODE AND lEST STAlION LOCATIONS M1TH qTYS PROJECT MANAGER. 9. COIAPL£lE SYS7FAIS: ALL U1111TY SYS7EIAS ARE DFLNEATED IN A SCHEIIA~C MANNER ON 7HESE PUNS. 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I ! ~ 1~ l ,~, aeoo sF i ~ ' ~ ~ ' ' ~ ~ ~ , rI ~ ~ „~ ` ~~ ~, ~,~ i '1'~~~~~~~~~~I ~~ ~ ~ - -~ ~~ ~w ~~ f.a~'m ~ ~~ ~ ~ ~ ~ I ~~ ~ ~ ~~ ne" II 4" / w~V` ~d"' ~ ~ wu ~~ ~~~~~ A 1~ ~~~1 ~ ~~~ r~.yWn ~~~ eS~ ~ j ~~,~~~~ ~~~ - ~ ~`~ , ~, ~`1\~~ ~~ ~~, ,~ ~ ~ ' ~ _ ~ ~ \'11' ~1 } n , , ; ''~--~ m; ~ ~ i 1 \~ -, / !~ ~ ~ `~ ~ . ~ ~~ \_ ~ 1 ~ ~, ~ ~~, ~ ~ ~ ~ ~ ~ ~ ~ ~ \ ~ ~ ~ C~'~~ / ~ 't~ ' ~ 1 "'j i ~ ~ ~ ~ 1 '~ \~~ ~;~ ~ ~ :,,o ~ , , ~-~ ~-LS.,~1 ~ ~ ~ ~~:, :..,. : ~ ,~ ~~ ~ ~ ~ ~ ~ ~ ~, ~ ~ ~~~.,, ~ ~ . ~ i ~ ~ ~ ~ ~"` ~~ ~ ~~ r _ ~,~~~~ - ~ yw ` _~ ~ i ~~.~ ~~+-vs ~ ~ ~ Lk~~~ULtl~L ~ J I / L~1 /~1 ~ ~ ~ ~ ~`~~ . ~ _a "a+.. ~ _ ~_ ~ ~ ~ ~ ,~,~ a~ { ( ~ ~ ~ ~ /~ .~.~A / ~ PFZaourq~~~P~{~MIT ~' ~i ° ~ ~~ . 1 1~~~/ i A~ ~ s s .~~iitir~ ~ , ~~~M.~~ ~. ~ BENSE if,TE_~_ rriy ~ ~ - I ~-~- - i~ r ~ , V ~ti ...~~' I ~~ I ~ N y-u~nst ~ktts ~ I ~ ' - , B : ~ i~' ~ ,~ ~ ~ ' ,~ ~n> I u^ 3'T' ~. . . ~ . x.e \ -~:3_ ]f ~~~~ ' ~ ` ^ ~ . ~~ ,~ ~ x ,`\ 30s 5 ~\ ~_ ~\ `~~o+ 1'~3~p -- *~~\ ' \\_ ' ~ \ ~ \ ~ - -- ~ ate_ _ _`~ \=N~!~~~'{'I~ \ .- \ - ?9S~ -'~~ ` I ~ ~ ~ § ~ ! -_-_-__'_ \\ ~~9 . ' _ ' " - _ mo ~ ~, ~~ '. ~ nrc ~zxe_ \_r ~, _ 1 ~ g S ____'-'_'-_ ' • '_'~ - 1 .m~ ,yY ' ' ~ '_ _- '_ _ _ ,\- _' \ ~ ~ zu~ , \ zr~\~ ~I \ 1 ! d ~ ~ d ~ ~ ~ ~ ~ ~' I ~ '~~: --~ -Y j /~ / ~~'_'~_L_~ ~~. pa.inq Numlr. ~/' ~ / ~' / `~ j ~! / ~ ~~, , ~^ ~-5 5~8 0 BKf ENGINEERS t ~ k *. - ~~~~~ -~--_--. i I ..`' . n `' C .r' ,~, . ~`, ~z ,~- . ~ ~ 4 ~ ~~ !t I h, 1 1-a"- ~, t~ N ~ rt' ~ ~ ~ i i 1 /~ ~ \, F \ ~ .~~. ! I ptA01NC NOTES: t ~ ~ / ~1~rj ~ ~ 'J~'1'L q ~ ~1! ~~~i~~ ~~ '/ i , ~ ~ NEW AC SURFAqNG AND PARKIN6 STALL S7RIPINO ~ a ~ ~1 ~~~~~~~ ,~ ~ ~ 1 ~~ ~'~~, ~ NEW PARKIN6 AND LANUSCME ISLWDS ~ ~ga iJ ~ `' N: ~ ~J ~ ~ ~" ~~ ~'~' ~~ ,~ ?d, ~ ~: _ Q3 a eui~NC eono o~uaus~m ~wo a~uao~o g8o~~ ' ` ',~~I ~s i~? ' , ~ ,~iI i1~~ ~. 1 ~ ~, ~ i, 04 NEW AC SECTION rWD PARNINC ~~ ±9+y 1 i I i~i1~~1,~i ~~ Yi :, i`~1`' f' ~ , mv~i~ii ~' 1~ ~~~ i ~~~ ~~~ ~ ~ ~h'. ~ VECETAIE~ BIOSWAtE, 4' MI~E IIIMMUN w ~~ ~~ i ~~~ ~i~l u i '}~ G .~ ' -{,~ -L, . ~'~ ~y ~ i ~~~~ ~i ~r a ~ ,~~ ~ y o6 NEW 5' M10E SIDEWALI( ~i~ ` ~1&(~i~ l 1 i '•~. 9+ ' M ~ ~ ~• ~~ , ~ ~ , ~ ~t ~ ~i if! 4a'' t~ ~ ~~~,. ~, x. . ~ ~ `k ~ ~'~.',,_ - ~ ~ ~ ~)r~~~l~~ I I ' ~~.~ ., ~' ' ~ ~'~)A A .1'~ I ~ ` ~` k4 1~'1.~~~1 . ~. ~ '~ 1 ~ \• 'n.~ ~ ~v"!" 2. J~ ~;~ v' _ ~ ~\ 1 ~ ~ / ` ~ ? y,~~ ~' ~ ~ 1~ 1\ l,l~~~~ . ~ ti \`~ W.~P.Y.J'fJ'+'yL+ 9 '.] ~~ ~' t t1' ~ 1~ ~ i1 ii~. ~i ~ ,. ~ `~\ . ~ ' ~ • ~'!ti~ pE~.e cc S ~' ..~- GRAPIDC SCALE ~ ~ i i~ `li`V ~ ' ~ , ', mi I~ ~ j ~~;V~ / r~~ ~ `-- ~~ '~ ` ~ i`~~~i , ~o~, i1V ' ~ ~~~ ~'.. ~", rC~ \~ ~~.'•, ~--,,`'~ ~r ~ ~ i ~ t. ~ f ~ I / ~n ~.JOi9 ~ _ ._~-- ~ - _-- ` ~ ~ ~ ' ~~~liii~~~il ~i \ ~, ~ . ~ ~: ~ ~,n k I ~. . I. =' 1 . •' ~ _ 1 ~~~~~~~~.~~1 N~ ~ ~ ~ ~ ~ ti ~ ,~ r ~7y i',, ~'• ~ ~J- ~ ~ ~ ~ ti , i T""a ~9~ ~ ~ ~~ ~ ' u- ]4;:UR~ 1 haY 1CP )~ ~~ ~~1~ ' S ~ ~ v ~ ;h ~ ~ ~ ~ i i ~, ii ,.»,.. _ ~ m~ '~ e ~ nP~i a ~k \ ~ ~~ ,~ . . . ~ i N~ ~t~ vo.u~ ws~wc o~ ~ `~ ~1 s - . dil v~. ~ 'Y ~ i i ~ i~l ~' ~ , z~ . ~ ; ~. r `~"" _~-. ~I _ _F~ ,~ ,-~I~ Y i i ~ii'ii~a ~l ~ ~ ~ - 1 _ i `. ~y yh _nn.x.ur~ ~ § l b g .~ ~d'~i ~ i~ ~ ' ~ c ~. ~ ~ .. . ~'- h~yj- 1 - ~H- . : - i . . - -~I-~- ' -- Z `t~ }k ~~` 1 1 ~~ 1 I~ni~~iap~ ~ ~ , `i~ i - - _-_ _ _ - ~ I ~1 ~ y .: ...~ ` ~, _` 'i_. ~3(~ - _- . ~d.fl,F f _ _ _ _ -C.;;~74-~ ~1 ~ ~ ~ "~~~'~' , , _ b , ~~.. ~9 -° _ ~. .~ ~. ~ ~ ~ 1'~i y . i~ I r_. . ;~.__,~ yy//yy..~ ..~~~_- . .~' ~~ sat I J i , ~ ~~~i~~~~ ~~. ~ ~. ~~ ~ r~.~, ~~, ,., .. •~ , s:s :~vs , rn~ ~ ~ n~.~ ~~< ~ U 0 s~ _ 1 IU ~ 1 ,~ ,t , ~f. i: .. ~ . k t ~ ~ ~11~~~fN~ ~ ~.+':~~ 'I~ ~1 .I ~ ` _._- , ' `~ \ . .~~ _ _ ~ ~, ~;~ h ,. , ~ j -MAR-Y' A~- .. -___ '~.~ ~ ~ , , F -~-~~-. ~ ~ i~s~~4~~~1~~P11 , Ifs~' . I 1 "~ I I , 'I ' ' ~ 1 ' k'" -r~t; - ~,.,`..~ ,_ F~~ ~ , ~ I , i ' i ~~ ~ ' N ~. . - ~ _ ~ue~'`'' e"` . ' `1 ~~ ~~"~f~i~~~l ~~~ ~•~i~~b~ : ~ I ~ _. ~ ~ ~ ~ ~~ ~ 1 ~~' ~ ~l ~~ ~ ~ * & ~ `. ,' , . t . . ~~ .... V ~~ , ,~ i~ i~ ~~~ ~ I', I ~ I ~ ~ , ~ q ~~ ~ F ~.~ ~ ~~ ~. " sa- ~_ m ~ ~~~~~~ C`S K~ ~ 1~ ~ ~ ~ 1 ~ _ ~k ,, , ~ ' i~ , ~ 1 ~i~~, , #~1L':~I i ~1 ~ ~~~u: ` ",~ n ~=k' rm.: 1V ' ~~. 1 ~.L . ~ i ,~ ` ' - *~. y~ ~ i `t ~ ~ ~i '. :~r_ ~ ~~ , 1 ~ i p . +' ~~~ ~ N ~ I ~y~~a ~~ " E ~ ~ a ~ \ p ~`-~-~ ~ f ~ .rT . __. ~° z '~~x ~ '~-~ .~e ' ~ Z , , ~, 1 ~y '~ `! 11 ' ~ .' ~ ~ ' ~:w "~.~ o ` ~, ~ . I ~ ~ > t~ ~ 8111~~'~. ~ ~ ' ~ i. ~ } ~y_ NAY ~ ~ ., .s,e ~ F~„ ~ ~~ Q I- + ' ~~~ ~ 1111~~1 : '. ~~.' 'i 1" n.~. M ~ 1'•~ 1 1~~ E 1~~ ~~ ~ 1 5`~' t~~ r,~~ J. J Z ; „ ,~„~ ~ ~ ~ - ...~''" - ~ ~ ~ ~ ~ L , ~ k , , ...~ ~ , , ~ , , ., a = -, x,i~ ~ ~~.. O r d ~O - __ . ~ i -_ .~ i1~~~` . . 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V~ ~ 1 I ~ .{ P'. 4u.~ ._ ~ ~~ "a 34.. , t ti. 1 I~ .+" ~ o q I~ id1 . ~ ~ ~ ~ ~ j ,.~ ~ f . ~ ~1 ~II~~'l '~n' . ~~~~ % ~ ~ I l~ ~~~I ~ ~} r _ ~~ ~~ tt = _ M p ~ ~~ 1 ~~ , , ~ :~n ~ ' . ~ - v . i / ~~ p ~J ~ , ('~~ , ~~ t~ane ~ ~~~ ~ ~ ~ i '~1 `~~ _ '~~ ~ ~~ ~ ~i i-' ~ . ~ ~ I ~ ~ ~ il .~ ~ ,~ 1 ', f ' : I r 1 ~ -~ .. , .. . J. ` `` J ~`` , ~ J ~; ~ 1 ~ , ~ 1 1 ~ k ~.~ ~ ` a 7 I I ~ . 1 ~ ~ i ~ / M. ` ~ ., 1 ~ '~ ~ ~ ~ Fa: ; ~ !~ 7 s E t~ , r~- xu Ges~V^c`"~z« _I-r= ~«~' r ' ~ « ~ i ~ ~ , i~ ~ 'dPA9€~Y°~~.IM~~ ~ ~ I I ~ ~, i~ ~ a; ~ ~ l t ~, ~ ~, ~ ~+ , ; i ~=ci, .,r,~s, . ~'~a ,. ar~a ~ h I~ e ~n ~', ~ ~ ~ ~ { -~.: ~~ ~ ~ /~,~. r r ~ ' ~ l ~ I„~` ~ i ~ i. i ~ i ~ ~ ' 1 ,. ~ : ~.~ ~,rrW : ~ 6 ~ I' I 4~ ~ 7 Y I ~~le 71 s ~~~ ~ 1 i i ~ ~ .. ~ ~' ~~`r~.~, ~,_. ~nr~:e u[[:~1.w. ~ ~ ~ 4 . ~i i~ ~ ~ r ~ ' i~ i l ~ i i ~~~ ~~ ..... ~~A ~,. ~~ , ivt. ~ ~ ~~ ~ ~~ ~'._ t_i~- - -'~~; ' ~.y~~ ~ .~lv -_ _ r • t ~" / ~_ I ~'ti ~-~_~ ` _ _"~f, aauv ~ . a . . '..:. u'w.c. ` .~~ J ~\ ~ .,.'4 , , _ ° i % -=^st .. ~ ,~-~r--- =. _ ``_ Y~'1_ ~t~ ---- '~`_,-.- - ~'c,-•~n np ~`~;-~, ~~`~ _ _ - ' ".--- ' G TC ~- - 'a. ~, ~ \ - - ~` ~ -~ ~ • -_ TO REA1AlM_, ~sn I m~ - ' _ ,~ui ~ ~ .. . _ - ' ~' ~J ,'• r 1 ! ~ ~ ~=-~m _ E ecr an ~~ ~n ~ ,,~ . ~~~~ ~ . aov~ ~~~ ~~' ~~~ • ~i ~ lJ ~ ~ ~ ~ °_ ~~ ' , ~I~ ~ T ~ ~ ~' 1 ~ ~ . ., ry ~ ; ~ p+ gg (5 ~ _ ' ~~.~-' ~-• / ,./ ~~ ~i ~ ~ , ,;r ~~~ ~ ~1 d d ~ ~ , . ' OroYhg NumMr. C-6 6~g 0 BKF ENGINEERS i ~, p '~` ' i '--~,;+- , - ~ti ~ ~ n ~ ~ ~ ''~ . r, a µ 3 R ~ ~t~r- `1 S ~+ ~ ~r i p~ s~ F, . ~~' i ~ ;~ ~ ~~~~ S t `~ ~ ~ .,~ , ,_ ~ 1~ti~ L~ ~ E `, ,~'"~`, ~,t ~~~ f ~ 1 ~ , V ~~+'~~ 1 , ~ '~ ~4~ `~~ ~' ~' '~ ' ~',~ ~~ ~g ; ,'~-~ ~ ~ ~ 'i4~'~ ~ ~ t I, ~J I . . : 1~ ~ ~vti ~ ~ y { ~ 1 ~ 1 ~_ ~ ~1~I~~V~ 1' A~ I ~~ l 1t _ 1 L~1 ~, ~ ~ ~ 1 y ~ \ \ ~,1 I ~ ~ 1 i 1+111~' ~. ~ ~~ 1~ `1) 1 ~ ~ ~SI~. ,~~~ ~ ,`~ : ~ i ~. ~,~~i ~~~~ ~ ~, ~ `G ,~. ~~ ~.~ ~~ ~ i ~ ~ ~~ 1 ~ ~.~` 1 ~. 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's~e~~ i__ ~ ~-• r'`'t- ~,,. r ,¢ _ .. i --------------------- ~ .~-- ~-^-~~--~srrr~--~i-`~.~z;=^ r=,-=~~-~ -!}-~'r-`h~ > '-~'-•1-~ -~~ ~-~ -~ - , ~_-~=c ~ ,~, ' ~ ~ & ~ d ~ ~ # , , : - , I ii I ,, .; i 1 i ~ ~, ....__ - .._;~~ -~.--.r = _ '""'."'~- -T--"-_~"-- Mng N mEr. 3! _ .~- • , - -- -r ~.,-= '~'~ ,,..___~-, ~-. , '~~ ~ r ; o~ ~ ~y _- , . , .i'1 ~ L`~T i~ T °~ S 0 BKf ENGINEERS ,(bNCENTRIC MANHOLE . N e u ~~Ti• mi tl ~_~ cirr or aT~x_o~i ~~ . _, n i ~~~ vin e~~ in' -~-~,• I I ---~ F-~ . _ I . I . srna cu~e namp ' . 3[RI011.1 WMmurr N~TC~ Fte~ lY.adont my _ q~ ~IM ~Y apraW I a1 M Cih En/Mx. j, _ ______l _~ _ _, i ~ . '' ool ~I ~ r r ~ oc~ II ~ ~ _l ~ ° o I ~I i o ~ ~ I I ~ ;~ , Y ~ ° o jl i~ e ~~ pCTd LI _~ _' I I ~I -- -- -'- --~ M ~ r• ~y' k. r ~ :a ' .L~~~~ ~ ~ ,., wenuamw ac~w w*c o[w~ , .57AN~ARD OflAP 1NLET • CURB OPENING CITY 01 CUPlXTINO o ~ ~ 3-2 ' 8 NOARO DET~0.9 ~ w.o~ IYY ~N ~wl I µwY ~ ~ ~ ;~ ~~~. ~~~~~ TY OP CUPEIITINO ~o ry i ~ANDARG OE7AIL6 . SWAI£ BAp(FlLL MAIERUL 10 MEET DRAINACE IN7ENSTY AS SPEpFlm BY CED7EQiNICAL ENpNEOt 6 t ~ ~~ tt I . H ~. \~ 6 2 ur ronabk aav:n~quner~ n.VY ~ aiya. . ia' ~r ~ . .. ; . ~-~ir~ o • •. ~ ' ~ . .~ oa ~ O ~ ~op ~Y~~ ~ ~4 1,•, ~ 4' CWr II Ogg boea A1~6 A1i 6 ~ti 6 13 24' ~ .1 j'~•~K• 1 Up ,~ 2 a voriode ~ ~ ~1: ~ ~ . ~,n~, mo 1~'~: , ~9.i. .. •~ ~ o ~°,~$bo °Poo ° °~ 0.1~1 f pm~ i~ yy wx A2d I.00' 1 Y 24' R_o.oe nm.oe I ~ \ r r0. f ~O.SJ' i R.tt 1.73' r T a.i(7/ °~ R 1/S p0 0 ~ TYPE E ~MOUMJIALE ~ e o 0 1' qass II Agg. bme iYPE E ~. ~ ~• ~ ~ ~ ~ T . 6 ~n.uF ~~~• 6 R•I/P ~/4' ~ ~ ~ y ii, T 1L 'r ~ "~.,~ T u ~,'°~, i Jf wqmana er tiC OIKE ocrnuneo ume ~n ~^•~ R"~~' °' ~'°~" ` ,°°°" ~ ~ ,~o srawoa~o cu~s secnoNs ~~ ,, CI1Y OF CUPE1tiIN0 APPPOOID BY A7E: I-I6 SiPNDAftO OETULS C IN 3 VEGE~AT~ 3WALE NOT TO SCALE ~~ rew s ~ .~ r r .+u^ ~ o„.y n.~v m~ ra~.nwa ~m ~ h, m m N' W' IWNtl mF M~ Mi ~ .x ~.uarim rwc ~ ,oxr at wr ~ +anr Ve' Mu[. ~ zoffraeoa ~ .QRXNIt ^ /~~j ~ ~~~~~~~ ~' ``~~`~ `C ~uM~lM~eY ml maMdW a ~ewo-ia ~. ++~ m~.a. ~ ~wwa~a z sm. ~. ~a m~a ao' ac w. ~nnmw .we~ a aw wx.... mov. 1 i~FyL.A~by h Caw BrwY fYil~ ~' rey Y Wm+M. ~~~M Min n. am.- . ~ iMham~r~Y IM I M a mlrYrm ol z ~' v~i m n. a ~~ wM wu~ q~ o~ s~y ~p -°• ~~,^ ,.~. wu. L ~..~~ :•~' e~ ' $u :.~ p~ ~ lCTCMA.~ , DRIVEWAY DETNL - MONOLITNIC SIDEMIALK AE113m Ly ~1 an or a~cnnxo -- -.._.. °A ~ ~-~ ~ n j Y o vm d <~O ~8U~~ ¢°-~~~$ m~~~~ ~ ~ ~' ~ ~ .> r~ ~~~ Q Z K ~ Q U Y/ Q ~ ~rJ~ 0 ~W<a ZNWa H=~~ Wa i a N 7 U O 2 F K W a ~ U l ~ ~ $ ~~~~~~ Ora~inq Num6a: ~ C~V 8~8 B g ~ g x i eccnox STANDANO 24~ FLAT GRATE GROP INLET 0 BKF ENGINEERS CITY OF CUPERTINO, SANTA CLARA COUNTY, CALIFORNIA ~ 1 1 1, q .-'"" ~ ~ f ', ':, 1 ;~ ~11P^ k`~ I 4~: '~1W~ IN r" s~ ' ~ ~~~ ~/ ~ f ~ ~~~~7 ~. 3 '~ ~ I ; ' '. i ~O ~ .', I 9 W.cc Y ~p :;` ~x5^:~Yy[~ ~I~OW~ ~~;~~ 7..'~~~ :`k ^~~.MU,. a r ~ se ~ P D ~jk 5 ~tr "~ ~Eits / RNa,r~ ~~ %~-~~1 f I ~ . p'~ a. ~, ~f. ~ 1 ~ ~`~~'wb~WC1°".,.a'iYVp~lre !? WKf+b~ ~~~ t ~ ~ sj ~ ~"~ ° ~~,~ F ~ ~5~t~ ~i~w~c~.a 3 ~ ~~S , a _r ~ ~~ ~ ~ ~ ~` ~ i ~ ~,yK ~, ~ ~ ~ : ` +r~.,. -. +k ~ ~ f S ~ ~~ ~~~ ~% I } I 6 ~~n r.` ~ s~t ~~ ~ ~y ~' ~ a ~ ~ ~~ ~" ~~~~.Nrvl~~ ,~~ ~ k ~, ~ e- t .: {g.,fi~Y.lt. .~ r i . st~*yi*~e, .-r'.... ,aiY .,L i i k ti ,1: ~. ~ r'; r~~~$ "~~4 ti i , .~. r ~~. ~y~4~" i p`p ~ ~'r .- ~,. 5 +' t ' ~ybt ~. taiw ". liqv ~ D b~{3 ~ , ~~ ," ~ ~ ~ ~~~,~, q E1 & Y ~Y, ' ~~Pn}9 ~,XibpAk'MW~Y t~~~J ':_~ ~ s t_,.z~:~: R d Qp 1 i~F ~~ ~ r :, ~ , ~;~ ~ .;jr~ °sNra-`3 Q ~ ~ ~~ ~ ~ ~~__ ~ I ~ ;~ f ~!~ ~~~ ~t £ y ~ 6 uf v,4„r~. aWaiw~ . HY~ ~-~„~ s.~por'~j i... 9 " : _ <~ ~ '"'ffa:.~~' ! esk~cr 4., .~:~ 1FC6twi~: ~'" ;:__~ ,?h~nv6i:. VICINITY MAP ~ N.T.S. ~~ ~ e . % ~ ~ .~ ~ ~ ~ ~ Y N v Q P a `~'m'w ~Sq9~ ad~i~~ ~i ~3 m~ ~~ ~CI a SANITARY SEWER NOTES ~ O t. AA wwk perlamed shall be irele~led to manufacWrers spedficationa aM all xvrk shall oomply wM all curtent bcal, slate ~` J and federal reqidremenls. U 2. All work shall ba coreWded in accordanea w~h tl~ase plens end ~he Standard Spedficaliona of the Cupertirw Senllary o~,nia. 3. Atl a~cavetbn and 6acldling vAtldn street riphtaf•way ahaN be done In aaroNance wilh the requiremams W the Ergineer ~ me D~~ ~^~Y havMg jurisdiction. EnaoscMneiA PeimNS shal be obla~ned end e capy shali be an tlre Job diuirg SHEET INDEX corehudion. 4. Fdl materlal thall be canpaded b a minimum of hw and one haM (25) feet ebove IM top of pipe Nevatlan by mettads C-1 TIiLE $HEET thet wiN not damape+he pipe a subsM1lurod x7N pravel ar ore (7) slurry mb~. Fltl m~aid must atlain a minimum d ninety C-2 GENERAL NOiES flve GerceM (95X) reledve campectlm, as per Stele otCalilanle Sfanderd Specificatlorm. ~ C-3 NOIES AND LEGEND C-4 EXISfING CONDI110NS 5. The DlaMct Enaineer shall be ratifed two 121 woikino dava in advanca d auAYn conshudbn m bis ordeG 20837 N ~ Q C-5 DEMOIJ110N PLAN s Stevens Oeek 81vd• SuMe 104, Cupertino, CA 95074 (40B) 253~7D71. A1 tl~at tlme, tralk plam, enaoechment perm ass ll I dW b l l h C-6 GRADIN6 PLAN e e aewago yp an p eru s n aM Ihe em~er dWenlm plane shell be given b Me DisVIG Enpneer. Sevror Avers O N W~ C-7 U11UTY PLAN e~d ema9en~' Wem• WoAt shal nal hepln u~l ihe ~istrW Enplneer ha provlded wAllen ecaphnce d Iheae pleru. C-8 DETAIL$ B. One ~i) eanNa~y eeMer Iahral diell be instdled !a each bt a bulldrig. Locatlon d lakral and popeAy oomen to be O W= staked in field at tln ume tlme the sexer meln ie ataked fa cansWdlon. lataials shell nol be laid on lesa Ihan Nro li e of serite t l ed h lf 4 5 f l Q y Z N ~ ry proper y ne a p a ( . ) ee a perronl (2%) grade and ehall hsve a miNmum cover ol faur end one Lele~ab u then four end one heA ~4S) feel xhen dkecled by D'~atrki Enpqieer hdl be dee l l M L Q W ~ . p e ere a s eexar eeeame ln h e heen tested t Ip rtY th F' J U ie ur e ma a shell not be ertended 6eyond Ihe etreet AgM-d-way line a eenqary aevbr eaaeman Laleial ae~ara ~ed aulsfde o( tl~e public atreet a CupeNno Saritery DisVkt Eaxment ~hall be canstn~ted In = ~ F Q axakence wRh Ihe requiremenls ol, and ahall be Nnpe~ied by IM City d QqerNm BuiWing DepeMienl. W a H Z 7. The ConVacla peAonninp wark on tlie sanitary aexers shell 6e reqWred to replster wMh the Distrkt end pmvida iireurence a N as apedfied in SecUms 1.38 and 1.10 0} the Dlatrktb SlandeN Speclficetlone. ~ B. The Devebper and GenerN Contrecbr ehetl be ~ap~de fa pMection of all e~lirp Imqovmrenb ind~ing eziatlng u senkary esasr fadlPoea Ihel ara b ~emefn end M dameped dudnp ~zrolnktim ot 1M proposed improvemenb, shell be ~ ropdred m the setlafectlon of Iha CupeNno Sbilery Dletrld and Mhx eRxted aBendee. 9. ChennNs af NI W~4kt merihdes wilhin tlre cona4u,iim area shall be prohded by pFjwood mreis, placed fo the manhWes end manhole rastl~s shdl be adJuskd to Anel grade ln eccoNance wRh Ne Slendord Spedflcatlons d tlie Cupertino . SanNary qsMd a ae direc0ed by tl~e Oletrid Englneer. 10. TAe Devdaper and Gme~al CaAracla ahell be ~eapamibb far the praverAion of m~tructlm debria errterinp Na exbtlng PROdECT DESCRIPTION aenitary sexer eyatem due b Ihe caroWdbn ectlvitlea easodated vn7h thia prajeG eM Ihe Devdaper and Conhacta shell 0 DeY all coeb as~adarod wMh Ihe releax al conswctim dabris into Me eratinp sanilmy aewer ryatem due to tlie Z PROJECT - TO CONSTftUCT AN ADDI110N TO AN EXISTING romN¢Ilon ecWMbe eswrlefed wilh tlib pmjecL F SHOPPING CENTER. 77. The Devebper end Geneiel CaArada eheR be reapmaLle forMe preven5an d a aexage epi6 wadated Ihe Cmhectas ~ ephitlee m Itd~ pmjecl aid tlre Da+eloper and Contraclar ehall pay all wsb eaeadeled wilh tl~e rekese M sexrege Yrto '" ` j su~face drelnape ayetem a~ dovmstream wAau weleia. V tz Utllfry NdlACauan (CorAreda shrl bcete all wlftles pAa m emit d excevatlm~: e. UndmpamdSeMceAlert800~227-2800 b. StamOnknCNyofCupei6no , a SanNery Sexeie Cupe~ika Sanilery Dis6X.i 13. Ak SenHary Sexer Plpd ~Irell be PVCSDR28 a epproved equal, urdess olluiwise spedfled by tlro Dletrkt F~glneer. ff 14. Accesa fa pedeslAeru end vehides shall be pravided at aN Gmes unless appmved in writlng by Ure Dis6k.i Erglneer. ii ~ Apprwel ol theee plem by Cupaitlno Sanitary DisVict does ral ~eGeve Ihe Inalalhr of Ne reepan~iNRy for the cortectlon ol misiakes, ercoB, a omissbns. If, dxinp the caurse ot consWdion Mthe sanilary sewera Me publk I~resl reqWres a modiAralion ol, a e deperture Gom Iha DlstdA Specifiatlona ar these irtprovenrent Dlam, Ihe Dbhki Enp~neer shdl have the eWharity to require wch modifirdliare a depeAure and ro speciy the menner In which Iha modlflcetbns a daperlure b ro be done. ~,v~w~a . sooa CUPERTINO SANITARY DISTRICT ~ DbMct Engiieer ~_ ~~ ~~~~~~ C-1 1~ 0 BKF ENGINEERS CAUTION: 1. iHE LOCA710NS, 9ff5 AN~/OR DEPiNS OF E1US71NC UNDERGROUND UTIUTIES AS SHOVM ON iH15 PUN NFRE OBTAINm FltOM SOURCES OF VARYINC RELII~&L11Y. 7HE CON7RACTOR IS CAU710NED 7HAT ONLY AC7UM1L IXCAVA110N M1LL REYEAL 1HE iYPES, E%IENT, 9ZE5, LOCATIONS ANO ~EP7HS OF SUCH UNDERCROUNO U7R171ES (A REASONABLE EFFORT HAS 8@! MAOE TO LOCAIE AND ~El1NEAlE ALL KNONN UN~ERCRWND U711J71ES). CAN7RACTOR SHALL YEPoFY LOCA710N AND ~FP7H PPo01t TO ANY IXCAVA710N qi INPROYEMENT. 2. CONiRACTOR SHALL CONTACT UN~EAGROUNO SERNCE NfRT FOR LOCATION OF UNDFRGROUND UPl1TIE$ AT IEAST 18 HWRS PRIOR TO COMMENCOAENT OF CONS71tUC710N - PXONE (800) 642-2444. CONTRACTOIt SHALL YERIFY ALL EIGSIINC U711171ES PIlldl TO BEpNNING ANY WORK ON 7MIS 97E 7. CON7RACTOR 91ALL AENEW 7HE ~Cpt~ DOCUAIENIS FOR 7FE DOSIINC BUIIDINC$ (~RANINCS ARE AVAIUBLE AT 1HE PUBt1C WORNS DEPT.) Fqt ADOI710NAL UNDERGROUND CON~I110N5 7HAT MAY Olt IAhY NOT ALREA~Y BE SNOYM ON 7HESE DOCUMFN75 PRlpi TO COA1MQIpNG MITH UN~ERCOURND, GRADING OR FWNDA710N WORK. 4. iHESE DRAYANCS ~0 NDT P-DRESS CON7RACTOR IIEPNS MEINODS OR PROCESSES 7HAT MAY BE ASSOCIATED N17H ANY TObC SOILS IF FWND ON 517E. iHE CON7RACTINi IS RESPON9BLE Fdt COMPLYING NIM ALL ptt AND Cd1Ntt STANDARDS AND APPROPAIAtE REp1U710NS OF TO%IC SqLS ARE ENCWN7ERE~. Cdi7PACTOR MUST N071FY iHE pN5 PROJECT MANAGER IMMEDIAIEIY IF ANY SdIS ARE E1~EN SUSPECTE~ OF BONG CWlTAIAINA7E~. 1. CONiRACTIXt 57iA11 MST 1HE 97E PRlqt TO BIDDYJC ON THIS WORN AND CONSIDEA 7HE OAS7INC WNDI710N5 AND SITE CONS1RhINTS IN 7FiE BID. CONiRACTIXt SHALL BE IN 7HE POSSES90N OF AND FANIIJAR NI1H Citt STANDARD ~EfAILS AND SPECIFlCAlIONS PRIOR TO 511&1fT71NG OF A B10. 2 ALL NURK ONSIIE ANO IN THE PUBIJC RICHT-OF-WAY SHALL CONFORM TO Gtt STFNDARD DETAILS g SPEqFlCATONS. 3. ALL WOHK SHALL BE PQtFpiMEO IN ACCptOANCE NI7H hiE SOhS flEPOAT pREPARED BY 7READNfl1 AND ROLLO DA7ED: 11 AUqlSf 2003, PROJECT N0. 5718.01 AND 7HE APRIL 8, 2004 tET1ER TO JANE VAUGHAN 1171.FD 'NORTH PAOPfAtt LINE REfAINMG WA~L DESIGN RECOAIMENOAlI0N5 4. PRICR TO BEGINNING WORI(, AND AF7ER INITIAL HCRRONTAL CONIROL $TAKING CON7RACTOR 9iALL FlELD CHECK ALL F.lEVA710N5 YMKED NIh1 (E) MIO REPORT ANY DISCREPANGES CREATER THAT 0.05' TO GNS PROEJCT ENqNFEA. 5. DAMAGE TO ANY IXIS7ING SITE IMPROYEMENTS, l1TIt111ES I~ND/OR SERNCES TO REIIAW SHALL BE RESPONSIBIIJtt OF 1HE CONTRACTOR, CONTRACTON $MALL RWIJR AND/di RFPL4CE IN KINO. 6. CON7NACTOA SHALL PREPARE AND IMPIDAENT A 7RAFFlC CON7ROL PLAN 7HAT AD~RESSE$ 1HE N~ FOA THE CONIINUWS USE OF 7HE S7REET 7HRWGHWT 7HE OURATON OF CONSTRUC110N. 7. GNL FNQNEEIi OR Sq45 ENCINffA TO RE41EW ALL GIiAUING ANO SUBMIT A FlNAL REPORT TO 1HE pTY PRlpi TO OCWPANCY 8. COMPAC710N REPOR7S rW~ PAD ElEVA710N CERI1FlCAlE IS REWIRm ON ALL BUILDING PAD WORK. 9. CONTACT PUBIJC WORK$ 77J-3104, FOR DRAINAGE ANO FlNAL CRWE INSPEC110N, NHICH INCLUDES DRAIN LINES AN~ ROOF ORNNS/bOYM SPW1S IQ CONIRACIOR IS RESPONSIBI.E Fpi OUST CON7ROL M!D INSUflINC 1HE AREA ADJACQIT TO 1HE MY1AK IS t£Ff IN A ClE0.N CONDI710N. 11, 7HE CONTNACTOR SHALL RENEW S7D. ~EThIL 6-4 ON 7REE PROlEC110N PRIOA TO ACCOMPLISHING ANY WORK OR REMONNG ANY 7REES 12 U~L12E BEST NANAGQAENT PRAC11CE5 (BIIP'S), ~S REQUIRm BY 1HE STAIE WA1ER RESOURCES CONTROL BOAR~, FOR ANY AC11NN, NHICH DIS1UR85 SpL 13. ALL ROOF DRAIN$ #NO/IXi DOVMSPOU7S SHALL BE ~RAINm SHEET FlAW 2S AWAY FROA1 7HE BUILOINC AND 11AYBE COLLECIID BY DRAIN0.GE INLET CONNEC7ED TO PUBUC STORM ORAIN FACIl1TY. IF AND ONLY IF 7HE DRAINACE IS IN THE HILL50E AREA CAN 7HE WA7ER BE DI~CILY WNNEC7ED TO 7HE PIIBUC STORM DRAIN. SITE AUINfENACE: 1. CON7RACTpt TO GA7HER ALL CONS7RUC710N DEBRIS ON A REqILAR BA95 AND PUCE IT IN A DUMPS7EN pi O7HER CONTAINFR NHICH IS EMPIIm Oft RQAOYID ON A RECUUR BA95. NHR! APPROPRIATE, USE TARPS ON 7HE GOURNO TO COLLECT FALLEN DEBPoS 01t SPUTTERS 7HAT CWID CONTRIBUIE TO STOAM WAIEA RUNOFF PIXLUTION. 2 CONTAACTOR TO SNEEP OR VAQIUAI 1HE STREET PRVEMENT PND 9DEWALNS ADJOINING 7HE PRNECT 9iE ANO 1HE ON-$ITE PAYID AREAS ON A DAILY BA95. SCRAPE CAKED-ON MUB PNO OIflT FRdA hESE MEAS Bff01tE SWEFPINQ CIXtNEftS AND HAFO TD REACH AREAS S4ALL BE SMEPT MANUALLY. 3. C~'iRACTOR N SYrEFP OR VACUUAI iF~ S7REET PA~FNENT AND SIDEWALI(S ADJOINING 7HE PROJECT S7E AND 1HE ON-57E PAYID AREIS ON A DAILY BASIS SCRME CAKFD-ON MU~ AND OIRT FltOM hl6E AREA$ BffORE SNffPINC COflNEftS AND HAR~ TO REACH ARERS SHALL BE SNEPT MANUALLY. 4. IF iHE S7REE7S, SIDEWAII(S AND/OR PARNING LOT ME PRESSURE WASHm, ~~PoS IAUST BE TRAPPm AND COLLECIED TO PflEYENT ENTRY INTO TNE STCdMA DRUN SYSTEM. NO p.EANING AGENT NAY BE OISCHARGm INTO THE STORN DRAIN. IF ANY qEANING AGQIT OA DECRE0.5ER IS USE~, WASH WAIEA NUST BE COLLECiED ANO DISCHARCFD TO 7HE SANITARY SENER, SU&.'ECT TD 1HE MPIlOVAL OF 7HE O1YS FNpNEQt OR INSPECTql, Oq O7HERYASE OISPOSED OF 7HAOUGH APPROVED aSPOSAL ME1H005. 5. CREAIE A CONTAINm AND COVERm MEA ON iHE SIIE F01! 7HE STORACE OF 6AC5, CEMQlT, PAIN75, OILS, iER7RIffAS, PESTICIDES, OR O7HER NAiFRIALS USm ON 7HE SIIE 7HAT HAVE 7FiE POlEN71AL OF BdNG DISCNARCm INTO iHE STORN ORAIN SYS7EM 7HROUCH ~1HER B~NC NiND-BLONN OR IN 7HE E141T OF A MAIER~AL SPILL 8. NEYER CLEAN MACHItFNY, EWIPNENT Ofl TDOL$ INTO A S1REEf, q1TIER aR staaM a+un. 7, WN7RACTqt TO ENSURE 7HAT CEMENT 1RUq(S, PAIN7ERS, OR SNCCO/PLAS7ER FlNIS4ING CONIRACTORS 00 N0T DISd1ARCE WASH WATER FROM EWIPMENT, TOOLS OR PoNSE CONTRINERS INTO CUT7ERS OR INiAINS. g, 7NE IXJ-9TE STORAI DRAIN FAGUTIES 91ALL 8E CLEANm A NII~MUII Oi TVACE A YEAR AS Fq10N5: IYMmIATFLY PPoOR TO OCTOBER 15TH AND ONCE IN J,WUARY. R~DI710NAL p.EANINC MAY BE REWIRm F FOUND NECESSARY BY 1HE qN5 ENCINEEp. CONTRACTOR SHALL BE AESPONSIBLE F01t COS15 ASSOG~I7ED M1TH CIEANING 9. COp7RACTpt TO PflEVENT DUST FROM LEANNG THE 47E RND ACCJMULA7INC ON ADJACENT AREAS AS REIXIIRm IN 7NE DUST CONTROL NO7E5 ON 1HIS SHEET. 10. WN7RACTpt TO PAE~ENT ~MENT D~PoS STORM RUN-OFF FROM LFANNG THE SIIE 01! EN7ERINC STORM DRAIN Oli SANITARY $EN9t SYS7EM5 AS FEOUIqE~ IN iHE FR090N PND SF111MENTATION CON7AOL NOIES ON 7HI5 SXEFT. ~~, MAWTAIN EfOSfING 1REE5 AND %.MI75 7HAi ARE TO REMAIN AS REWIRm BY hlE TREE ANO R.ANT PR07EC710N NOlES ON 7H5 SHEET. DUST CONTROL: 1. WAIER 7RlIqfS SHALL BE PRESENT M!U IN USE AT THE CONSINUC110N $IlE ALL PORTIONS OF 7HE 9TE SUBJECT TO BLONING DUST SHALL BE WATEAm AS OFIEN AS DEEMm NECESSNiY BY 7XE qtt ENpNEOt MANA(~R IN OtiDER TO INSUAE PROPER CONINOL OF BLONING WST FOR 7HE DURA710N OF 7NE PRQIECT. 2 WATEAING ASSOqATED W1H ON-SITE CONSniUC710N ACTINIY SHALL TAKE PUCE BETNEQ! 1NE HWRS OF &00 AY AN~ 7:00 PM AND SHALL INCLUDE AT lEAST ONE L11E-AF1EItN00N WATERINC TO MINIMIff 1NE EFFECIS OF BLOIMNG IX15f. 7. ALL PUBIJC S7HEE75 AND MmIANS SOILE~ ON 11T1ENED DUE TO 1X15 CONSTRlIC110N ACIINTY SHALL BE CLEANm AN~ SNEPi ON A ~NLY BA515 ~UAING hiE NdtKNf.FI(, OR AS OFiEN AS OEQAm NECESSAAY BY 1HE Citt ENqNffR, TD 7HE SAlI5FAC110N OF THE QNS ENGINFFft INSPECT(Mi. 4. WA7EAING ON PUBLIC $7NEE15 01t POWFR WASINNC SEDIMENTA710N ON STREEfS SHALL NOT OCq1R, UNLESS CON7RACTOR COIlEC7S AND FlL7EH5 hiE WASH WA1ER PRIOR TO I75 EN7ERINC 7HE q7Y5 STOAM ~RAIN SY57EN. 5. ON-57E PA1~FD ACCESS ROADS, PAAKING AREAS, M!D STAdNG MEhS SHALL BE SNEPT ~FILY 'M1H A WAIER SNFEPER. B. ALL TRUq(5 HAWNC SqL SAND, ANO O7HER LOOg MAIERIAIS SHALL BE COYEAm YA1H TARPAWNS OA O7HEA ETEC7I~E C04ER5. 7. iHE SP~ OF ALL 441C1E5 OWhNC ON UNPAYID ROA~S OR POit710NS Of iHE 57E SHALL BE LINITED TO 15 MPH. B. XHEEL WASHERS SHALL BE INSTALLED ANO USEO TO CIF.AN ALL 7RUqf5 ANU EOUI7YEN7S LEAYINC iHE CONS7RUCTION 97E IF YMEEL WASHERS CANNOT BE INSTALL£D, 11flE$ OH TRAq(5 OF ALL 7RUCK5 AN~ EWIPMENT SHALL BE WASHm OFF BEFORE LEANNG 7HE CONSIRUC110N SITE EROSION 8 SEDIMENTA710N CONTROL NOTES: 1. FAOSION CON7ROL YEASUR6 ~RE NlIENDm TO PREYENT SEDIMdT AND OEBPoS FR011 ENTERING 7HE dtt STIXW DRhIN SYSTEM, SANITARY SENEN SYS7EA1 OR FliOM tEANNG hE 51E 1HE CONIRACR7R SXALL MAKE RDd157A1EN75 IN 7HE FlF1D TO MANE SURE 1HAT 7H15 CONCEPT IS CARRIED OUT. 2 EllOSION CONIROL FAql1TIE5 AND MEASURES ARE TO BE INSTALLID ANO ~EItA&E BY OCR7BER tat (pt 'M7HIN A PEAI00 OF iHREE NfIXS ~f7ER 1HE START OF CON57RUCilON ACiIN71E5, IF 7HAT STMT IS BE7WEEN OCRIBEA AND YA1~ ANO SHALL CON7INUE IN EffECT UN11L JUNE fat OR UN71L INSTALU110N OF 7HE PERYANENT 97E IMPROYENEN75. 3. CON7RACTpt SHALL ASSUME 1HE CONCEP7S ON 1HE EROSION CONIROL PLAN, SHEET C3.1. ARE SCHEldh11C MININUM REWIRFAIENTS, 1NE NLL IXIENT OF NHItl1 ARE TO BE OE7ERMINm BY 7HE CONTRACTpR. CONTRACTpt IS RESPIXJSIBLE FOR 7HE IXACT DE9GN ANO EX7QIT OF 7HE EROSIWI CONIROL SYSTEII 50 7HAT IT WOAKS 'M1H h1E CONIRACTOR'S INTEN~ED USE AND MANpGEhIENT OF 1HE CONS7RUC110N SITE 4. ALL QtO510N CONTROL FAqLI71E5 SXALL BE INSPECIED BY 7NE CON7RACTOR AND RE.PAIAm, AS REWIRFD, AT 1HE CONd.U50N OF EACX WORKINC OAY ~IIRING 7HE RAINY ~ASON. 7HE CONTRACTOR SH~V.L INSPECT 7HE FA090N CONTROL FACW71E5 AND MAKE NECESSARY REPAIRS PRlpt TO AN71qPA1FD STptMS AND Ai REASONABLE INIERVALS OURING STpiMS OF EX7ENOm WRATION. REPAIflS TO OAMACES FApt1TiE5 SHALL BE IAAOE IMAEDIATELY UPON p5C01~ERY. 5. AS SOON AS PRACIICAL Fq10VANG EAqI STORM, ME CON7RACTOR SHALL RQAOVE ANY AIX%11AULATION OF SILT pt DWRIS FROIA 7HE EROSION CONIROL SEDIAIENT BA9N5 AN~ 31ALL CLEAR TIiE W1LET PIPES OF ANY BLOCKAGE B. PRON9QN SHALL BE MA~E TO ASSUflE THAT BIXtROW AREAS AN~ STOCK PILE~ SOILS ARE PROTEC7ID FRON EROSION. 7HIS SHALL AT A MINUMUN CONSIST OF COVfRING iHE PREAS IMhI PUS11C SHEETINC. 7. PRIOR TO 7HE COMMQICEI.IENT OF ANY CLEARING, qlAqNG, Ofl IXCAYA710N, 1HE CONIRACTOR SHALL 14AIF'! THAT THE OVMER NAS $UBMITIED TO hIE STAiE WATER RESOURCES CON7ROL BOARD A NO71CE OFINIFNT (NOQ FOR COYIItAGE UN~ER 1HE STAIE CONSIRUC710N STOAN WR7ER GENERAL PERMIT. 7HE CONTRACTOR SHALL NAINTAIN A COPY OF hIE Nq ON iHE CONSIRUCTION 57E, TREE/PLANT PROTECTION NOTES: 1. PRIOA TO BEqNNING CON57RUCTION ON SIIE, CON7RACTOR SHALL IDENTIFY AND PROIECT E%IS71NC 7REE5 ANO PI.rWTS ~E9GNATED AS TO flEAIAIN. 2 PRONDE 6 FOOT TFLL 1REE PflOTEC110N fENCF M17H a571NC71YE MARKINC Y19BlE TO CONS7RUC7ION EWIPMENT, ENd.OSINC ~PoP t1NE5 OF 7REE5 OE9GNAIED i0 REIIAIN. J. WORK REOUIRm 'M7HIN FENCE LINE SHALL BE HELD TO A MINIMUM, AYpD UNNECESSARY MOYEMFNT OF HEAW EWIWFNT NITHIN FFNCFD ~REA AND 00 NOT PARK ~f}iIClES NI7H IDLE RUNNING ENqNES UNOER DRIP UNE OF 1REES 4. PqIOA TD REMONNG ROOTS ANO BRANCHES URI,'ER 1HFN 2' IN DIAMEfEI! OF iNEES OR PLANTS 7HAT ARE TO REAIAIN WNAIIT'MTH hiE LANDSCAPE ARCHI7ECIURE S ANY CRA~E piANCES CREA7ER 7XAT 8' WhiIN THE DflIPLINE OF Dtl571NG iREES SHALL NOT BE MAOE MhiWT FlRST CONSUL7ING iHE LANOSCAPE MCHIlEC1UAE. 8. PqO7ECi EkI511NG 7RFE5 TO REMAIN FROA1 SPILLID CHENICALS, FUEL qL IIOTOR 014 CASOLINE MID ALL O7HQt CHEIIICALLY INJINiIWS MATERIA4 AS NELL AS FROM PUBBIJNC OR CONIINUWSLY RUNNING WATEA. SHOUID A SPILL OCCUR, STOP NVfdC IN THAT AREA AND CONTACT 7HE qN5 PROJECT MANA(~li IMIIFDIATELY. CONIRACTOR SHALL BE RESPONSIBIE TO 4171GA1E DANAGE Fli01A SPILLED MAIERIAL AS MF1L AS NA7ERIAL QEAN UP. 7. PRONDE IEIAPORARY IRRIGA710N TO Nl iREES AND PLAN75 1HAT ARE IN OA ADJACFNT hl CONSikUC710N AREAS NHQtE EOSiINC IRRIGATION SYSIFAIS MAY BE AFFECIEO BY 7HE CONSiRUC110N, ALSO PRONDE IEIAPORMY IRflIGA71IXV TO RELOCAIED TRFES & CANiRACNR SHALL BE AESPONSIBLE F01! ONCqNC MAINIENANCE OF ALL 7REE5 DESIQlAIED TO RE}ANN AND FOR 4AIN7ENANCE OF AELOCAIE~ 7REE5 STOCNPILE~ WPoNG CONSTRUCIIdI. CONIAACTOR N1LL BE REWIRm TO REPLACE 7REE5 7HAT DIE WE TO LACK OF AIAINIENANCE. DEAWLRION NOTES: 1. THE CON7RACR7R $HALL LOCAIE AND CLERRLY NARK (AND 7HEN PRESEItYE THESE NARKERS) FOR 1HE ~UFIATION OF CONS7RUCTION OF ALL 1ElEPHONE, DATA, 57REET L1GHL 9GNAL L1CXT M!D PONEA FApLI11E5 7HAT F1tE IN OR NEM TNE AREA OF CONS7RUCilON. 2 CONIPACTOR'S BI~ IS TO INCLU~E ALL NSIBLE SURiACE RND ALL SUBSURFACE FEANRES IUEN7IFlFA TO BE REM04ID OR ABANDONm IN 7NESE DOWMENTS. 3. 7HE CONTRACTpt SHALL BE AESPql98LE FIXt A SIIE INSPECTION TD NLLY ACKNONtIDCE THE IX7ENT OF 1HE DEMqJiION WORK. ~ 4. 1HE CONTRACTOR SHALL BE FESPON9BlE FOR 08ThININC ANY ANO hLL PERMITS NECESSAflY FOH ENCROACHMENT, CFA~INC, OQAOU710N, AND DISPOSAL OF SAIO NA7ERIALS AS flEWIRm BY PIiIVAIE, LOCAL AND STAlE JJRISDICTIONS THE CON7RACTpi $HALL PAY ALL FEES ASSOqAIED N17H 1HE DENOIJTION WOFK. 5. 7HE CONIRAC70R SHALL REL100E ALL HAIARUWS GAIEAI~LS FROII 1HE E%IS71NG BUIIDING AS IDEN71Flm IN /HE ~EQFlCA710N5. WpiK AND DISPOSAL SHALL BE DONE IN A MANNER AS SPEpFlm IN 7HE SPECIFlCA710N5. CU'17RACTOR SHALL BE RESPONSIBLE Fpt 1HE E1~CIITION, PEAM7S AND FE6 ASSOpAIID INiH 7HI5 WORIf. 8. CON7RRCTOR $HALL PAY DISPOSAL FFES. I. BACKFlLL Nl DEPRES50N5 AN~ iRENCHES FltOM DE110LI710N TO THE SATISFAC710N OF 7NE S(NL ENCINEFIi. B. M17HIN L1NIT5 OF WORN, REI,IOYE CURBS, q1TfEA5, LANDSCAPING, SICNACE, 7REES ~UBS, ASPHALT, UNDEAqtWND PIPES, ETC. AS INOICAIED ON iHE diAN1NG5. 9. REMOVAL OF LW~SCAPINC SHALL INCLUDE RDO1S AN~ ORGANIC MA7ERINS TO 7HE SATIgACTION OF 1HE SOILS EN(iNEDt. EROSION ~ SEDIMFNTATION CONTROL NOTES: 1. CONINACT01t SHALL PAONDE A CONSIRUC710N FENCE ARWND 7HE EN11RE AREA OF DEMOU710N AND CONS7RUC710N, INp.U~ING N.L STACINC, STORAGE, CQVSTRUC7H)N OFFICE AND LAIDOYM AflEh4 2. FENCE LDCA710N MAY BE ADJUSTE~ FROM iIME TO TINE AS CONS7RUC110N PRIXEE~S TO IXpLDE SOME AREAS NHERE CONS1RUCilON WORK IS NOT BEINC DONE AND THE MEA IS N0T OBJECTIONABIE IN Y15UAL MPEMANCE. J. CONS1AUCi10N FENCE SHALL BE A AIININUII OF A 6~ HIq1 GPLYANIZm CHNN l1NK M11H GREQV MINOSCREEN FABRIC ON 1HE OU751DE OF THE FFNCE 4. CONINACTOR SHALL REPLACE 7NE GREEN FABPoC AT LEAST ONCE A TEM OR AT SUCH A 71ME AS IT BECOIIES TATiERm AND UN9GH7~Y DUE TO N1N0 OA CONS7RUC710N AC71Ntt. 5. CONSIHUC110N FENCE ADURESSED IN 1HESE NOlES IS ONLY FOR NSUAL CaYFORl1ANCE OF 7HI5 CONSIRUC710N SIIE TO hIE dTY STANDMDS. CONTRACTOR 4AY REWIRE ~DOI710NA1 FENGNG, BMfiICADES OR O7HFR SAFEiY OENCfS TO NEp 7HE 97E SEWRE 4 SAFE GRADING NOTES; 1. ALL PAVED AREAS ARE TO SLOPE A MINIIAUM OF 17G ~NU MA%IMUM OF Bx ACCES9BlE STALLS 0.NU LOADNG ZONES ME N SLOPE AT A MA70MUM OF 2S NVD ACC69BLE PAIHWAYS ARE TO AOPE AT A MAlOYUM OF Sx IN iHE OI~C110N OF iRA~EI, AND 7HE SlOPE CROSSWAtS TO iHE OIREC710N OF 7RAYEL SHALL BE AT A MR%IMUM OF 27C ANY AREA$ ON hIE 51E NOT CONFORNING TO THESE BASIC RULES DUE TO IXISTINC CONDI110NS OR OISpiEPANqES IN hIE ~OWYEN75 ME TO BE REPONTED TO 1HE ENpNEOt PPoIXi TO PROC~ING MI7H PLACQAFNT OF ROCK BASE, FOAMNtlRK FIXi q1RBS AND/OR FlATA'ORK. 2 WNIPACTOA SHALL ~EIERMINE EARIHMVNK WAN1111E5 BAS~.D ON 1HE TOPOG4MNIC SURVEY, iHE SOILS INYES71GA710N AND 7HE PROPOSED SURFACE 1NIqfNE55E5 AND BASE 1HE BIO ACCORDINGLY. NOTE 7HAT A SEPARA7E DEAIOL1710N CON7RACT HAS B@! ISSUEO TO TAKE iHE SI7E FROM 7HE W~Y IT IS AT 1HE TIME OF THE BID TO 1HE CONOI710NS OESCRIPBm IN 7HESE DOCIIMENIS. ANY ~IFFERENC6 BEl`AEEN 7HE STAIE IN MHICN IHE STE IS DELIYERm TO THE CONTR~CTOR AND 7HESE DOCUMEN75 SXWLO BE NOIED TO iHE ENCINEFIi. J. ALL FlLL SHALL BE C011PAC7E17 PFR 7HE SdLS REPptT ANO 7HE CON7RACTIXi SHALL COORdNAIE AND CONPLY IN1H 7HE OVMER'S 1ES11NG AGQlCY TO TNfE 1HE MPROPAIAIE 7ESiS TO VERIFY CpAPAC110N VALUES. 4. IMPORT SOIIS SHOIAD MEET 7HE REOUIflEMRITS OF 1HE SOILS AEPORT B ~ECIFlCAlI0N5. S COORDINAIE hiE PLACE4ENT OF ALL SLEE4E5 Fdt UNOSCAPE IRRICA710N (WAIER Ml~ CON7Rt7L XIRINC) ANO 57E IJCHTING PRldi TO 7HE PLICEMENT OF ANY ASPHPLT, BhSEROCK OA CONCREIE 91RFAqNG. SF.E LhNDSCARNC AND SIIE ElEC7RICFL DR0.X1NG5. & DO NOT ADJUST IXtA0E5 ON TFNS PLAN N17HWT PRIOR NRITTFN IPPROYAL Oi THE ENqNEER. 7. 51E SiRIPPoNCS 7HAT CONTAIN ONLY ORGANIC MATERIAL (NO DFBRIS TRASH, BRq(EN CONC. OR ROq(5 GREAIER 7HAN 1'IN OIAMEIER) MAY BE USED IN UNOSCAPE AREAS, IXCEPT FOR AItEAS I~ENIIFlED AS IqPORT TOP SOIL BY 7NE UNOSCAPE aiANiNGS. E%CE55 S7HIPPINGS SHALL BE flEAlOYID FltON 97E B• SPOT ELEVAlION ARE TO FlNISHm SUflFACE 9• TOP OF CONCREIE q1RB5 AAE 0.50' A801E TOP OF PANNG ELEVA710NS, U.N.O. ~~~ flOUGH CAAOING TD BE NIiHIN 0.1' AN~ FlNISH GRMES ARE TO BE VA7HIN 0.05', HOWEYER CONTRACTIXt SHALL NOT WNSIRUCT ANY IYPROVE4EN7S 1HAT MILL CAUSE WA7ER TO POND OR NOT GEET AEWIREMENTS IN CRAOINC NOTE ;~I. ~ENERAL UTILRY SYSTEM NOTES: 1. FLL 7RENCHES SHALL BE BAq(FlLLID PER iHE SOILS HFPORT VATH MPROPPoATE TESTS TO VEAIFY COMPACTION VALUES. 2 0.EAN W15, CATCH BASINS AN~ AREA ORNNS ARE TO BE ACCURATELY LOCATE~ BY 7HOR RELAlIONSHIP TO 1HE BUIIDING, FlA7WORN, ROOF DRNNS, AND/OR WRB UYOIIT, NOT BY iHE LENCIN OF PIPE SPEqFlm IN THE DRANINCS (NHiq1 IS APPROlOAIATE). 3. SEE PLUMBINC DRAVANCS FOR CON71NUA710N OF U71LI71E5 1N7HIN 1HE BUILDING. 4. ALL PROPOSW U711JTIES SHALL BE UNOERCRWNO, UNLESS SPECIFlCALLY CALLED WT 0.5 ENTERING 1HE FACE OF iME BUILDINC. 5. CONiRACTOR SHALL STAKE LOCATION OF ABOVE GROUND U1Rltt EWIP4ENT (BACKROW PREYENTOR, ETC.) AND MEET NI1H ptt ENdNEQt AND PR0.IECT ENdHFDi TO RENEW LOCA710N PPoOR TO INSTALLA710N. PUNNING ~EPAR7MFNT MUST SPEqFlCALLY AGREE YA1H LOCATION PRlqt TO PltOC~ING VATFI 7HE INSTALLATION. 6. CONiRACTOR SHALL PREPME AN ACCURh7E COMP05TE U7Rltt PLAN 1HAT TAKES INTO ACCOUNT 1HE AC7UAL LOCA710N DF EfOS71NG U71U~IfS AS ~EIERMINEO OURING 7VE DEAIIXITION WORK, iHE U71LI71ES SHONN ON iHE qNL DRA'MNGS AND iHE 97E PONEH, CONWITS hND UGHTINC SHOMN ON THE EIECTRICAL PLANS. THE FlRE SPPoNKIER SYS7EM SHALL BE INCLUDm AS DE4plm BY THE DE9CN/BUILD UNDENCROUND FlRE SPRINIaER CONTRACTOR. 7. FOR CRAN7Y FLOW SYSTEMS CONTRACTIXt SHALL 1£XIFY (PO7NOLE If NECRSARI~ SIZE NAIERIA4 LOCATION AND DEP1N OF ALL MTEMS THAT ARE TO BE CONNECTED TO OR CROSSED PRlqi TO 7NE 7RENCNINC OR INSTAWI710N OF ANY GRANtt FLOW SYS7EN. B. CA7HOOIC PROTEC710N IS REWIRm ON ALL METAWC FlTIINGS M!D ASS~ABIJE$ 7HAT ARE IN CONTAC~'M1H iME SqL CON7RACTOR IS RESPONSIBtE TO NLLY ENpNFER AND INSTALL THIS SYSiEN ANO COORDINAIE ANODE ANU lEST STATION LOCATIONS N11H q7YS PRO~CT MANAGER. 9. C061PLETE SYS7EMS: ALL U11Utt STS7EA15 ARE OEI1NEAlED IN A SCHO.IA71C MANNER ON 7HESE PLANS CON7RACTOR IS TO PRON~E ALL FlTIINCS ACCESSCNIES ANO WORK NECESSARY TO COIAPLEIE 1XE UTIIJTY SYS7EA1 SO THAT IT IS FULLY FUNC710NINC FOR 7HE PUflPO$E IN7FNOED. ~ o ~ n Y N ~ m w rc ~mo ~gwnr G~Nbb ~ $ve m~~~~ ~ ~ ~ ~ ~ ~ , ~ ~~t Q Z O J Q U N y Q F- F O ~Y ~. 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TYPICAL OETAIL WITH SIZING TABLE r~..~ o.~.unn a.~~w ~r.~rw r...u.... ~0"' °1a1~ n„rs uu.r., mm~ ~„uw,n 01i1A4 STORMWATERTREATMENTSYSTEM ~ p„~,~ VORTSENTRY°HS ~: ~~ ~~ xu~ ~ vm m Hc iio ui em io rm so Am ia a w xm e um im iai ~aa ~a am iw w mo aoo +s s am wM e Moo aro m.~ ma e~ em rr iiw so an ~r w ma ~~ PoRMi0RMI1TI0pAlNRPOf901LY.IpTM1IB10WfORCON6INUC7IDM ~ ,m„~ 1-16 ~T~1 ~ ~ n ie' ~ ,~ .~ r yqp, te N o,,,n rvowy ~ m~ m A~,ss• ~ y' me N' ypipk mF Y4' 4h 1~ u ]C va. 1R tF/Y.FIIED %.VE ,cxrort ar .~pxr i/e' r,ut y pQp pl 6 0.G ,. ~,~. aM.~r Mt m~aawr n .;~~ ~ ;,yane ~,,. ,r,n +aws. not ~eas L m,~a,,,w .n ,e x~iwr~ ~ ci~.~.sr ] i1M to M fasY Bruri IINF ~, wgy~yk~~ r~IxW iFm n~ mh~- b ~ °' i~w~rM r<~.mn r r v.~< <e a > ~,a~+a wk1 M"qa °A'~o e m ~'. ' o~"'.nn a ~ •,~ ~~;.e~.~~ NCT~7M11•~ CRIVEWAY DETAIL ~ MONOLITHIC SIDEWALK uxcn ay mor p7Y OF CIIPER11N0 hP pq ~ 1_21 srnrrou~o orrAi~s an wc~n ~ ~ I 2 1' N]MMUM 6RAS5/iURF ~' ~- 6' P6tFdtA7ED~ PoPE SWALE BACKFlLL AIAIERIAL TO MEET piANAGE INIENSIIY AS MIRAFl M140 SPEqFIm BY CEOIECHMCAL FABRIC QldNEQt BACIffILL MAIEIEAL AS APPROYID BY GED7ECNNCAL D1qN@t DRAINACE P~E n vEC~raTm swa~ NOT TO SCALE ~ ~ ~ ~ Y N v O P a ~wm' ~e ~~ rc~~Y9 ad~~~ ~ ~ ~ ~ ~~ . ~ ~~' Q Z ~ O ~ J Q U N ON o N~ ZN~Q H=~~ Wa Z a N ~ u i1g~I d ` C-8 8~ O Z F ~ W a ~ U ~I 6' I~ la 0 BKF ENGINEERS ABBREVATIONS 6 LEGEND PRO~~n uNe ~oT uNe !-~ CONTOUR LINE STIXtM ~RAIN AIAIN - - ~ 5D1"C°~ - - SANITARY SEWER MAIN _ _]Y.35 U- - WATER MAIN e'w (~rn)- c~ JOINT iRENCH _c c~s uNe - ~~5~- - WATER YALVE D4 FlRE HYDRANT ~ SIGN '~ ELEC7ROLIER ~ GAS VALVE ~ FENCE IJNE -k- ASPHALIIC CONCREiE AC AREA DRAIN AD BUItDING CORNER BLDG COR CATCH BASIN CB CONCRETE C/CONC CHAIN LINN FENCE CLF ELECTRIC E/ELEC ED(~ OF PAVEMENT Ep FWND FND CAS C HANDICAP RAMP HCR HIGH POINT HP INVERT INV LIP OF IXITTER LG MANHOLE MH PONER POLE pp PUBLIC SERVICE,U71LIiY EASEMENT P.SU.E. RIA1 R STORN DRAIN CATCH BASIN SDCB STORAI DRAIN DROP INLET $ppl STORU DRAIN MANHOLE SDMH SANITARY SEWER CLEANOUT SSCO SANITARY ~NER MANHOLE SSMH TOP OF CURB/FACE OF CURB TC/FC WATER VALVE WV CUPERTINO OAKS TENTATIVE MAP CITY OF CUPERTINO, SANTA CLARA COUNTY, CALIFORNIA + t P ` ~ ~ ~ :'; `E i ~ ' ~ ~ tM~_ C yEira. I ~ Wt~S.~ .~ ~~ , ~ ; . ~ ~i ~'ap "`~^~ '.. p4~uu~if,:s ~, ~ cw~war-~1+'n° ~ ~~ c ~~~ ~ 1~~' 4 ~ ~~.~'~ 4 ~ ~ ';~ ~ ~ v"' .~. ~ a yxr. . ¢~ R~ ~ ' ~ ~ . ~ ~ a .? I a~ i. ~ ~ ~ !I ~~ ~ + ~ur>aa ° f.axM.ar6.~ ._iursea S ~ !. _ P- aay ~ ~ i q SraF w~Y ~ ~~ ~- y ~~~ •w~.aqa~~- d i~,, i~~. ~~ ~a~y ,~ '}~a 1, ~~~ ,!' ~Ci P"' i~ .pr ~ lr`~ i ~ 0#YIlfi ~, ~l ,I~a. L~P I~ i ~ 1 1 ~tlpi1~' ~ ~ ~ : P ~ 9 ;. ~y ~~ ~c; ~~~~ ~ c '^1`,~ ~~ i ~, ~ ~~ , yr~q~ar, n ~ `f ~ ~ ~ ., ~ p ~~ ~ ~ , ~ '~ '~ ~, d~ a '" '; ' ° i ~* ~ ~ ~ ~ "~ p"° r}~,.; ~ a~~.. ~ ~ ~ F' ~yaiwa. -Fu~+c., s.aw_ n' $~ ~:. + ~~ s ,~~ w ~ ~ ~' ,~ n~ ~ q ~b ~awv '~ A ~ ~ Y e ~ ;~3 r~M'OMA4~~i 'qY .. ~~ „ ,; ~i.. s ~!w r. Y'$ . ~ Y' ~ ,f , ~W ~~ ~w.~Aw. F ~ ~ ° ~~ ~~ ~d k i t . t a ~ ~ ~E .~~ ~ k~ ~,~w~, i ~, `: . . ~ +~} f. ~a~ i r~ ~,~~ . t ... :,.. r, : ~ 1 r ~~°~,- n' ~ "' ~.~, .: ~ VICINITY MAP ~ N.T.S. NOTES 1. ASSESSORS PARCEL NO.: 326-27-035 2. SUBDIVISION NUMBER: PM296-M-41 3. EIUSiING LAND USE: COMMERCIAL 4. PROPOSED LAN~ USE: GENERAL COMI~ERqAL 5. EXISiING ZONING CG-GENERAL COMMERqAL 6. WAIER: CIlY OF CUPERTINO 7. SANITARY SEWER: CIiY OF CUPERiINO & STORM DRAIN: CITY OF CUPERTINO 9. GAS dc ELECIRIC: PACIFlC GAS AND ELECTRIC 10. iELEPHONE: ATkT 11. CABLE N: 12 STREET TREES: INSTALLED PER q1Y STANDARDS 13. EXISTING WELLS ON-SIIE NONE 14. STREET LIGHTS: INSiALLED PER CITY STANDARDS 15. SWND WALLS AND AiASONARY WALLS; ADJACENT TO FREEWAY 16. FLOOD ZONE: ZONE 8 17. ~ANM: FOUN~ BRASS DISC STAMPm ~BM 180 RESET 2001", TOP OF CURB SWiHERLY SIDE S7E~EN5 CREEK BLVD, 20~t NESIERLY OF RAllROAD 1RACK5 (BETWEEN IMPERIAL AND BUBB) ~ ~ = ~ ~ ~8S ~~~~ ~~~~~ ~~ ~^= m~ / ~i~ ~ < Z ~ 0 ~ J a U Ya Q O~W° W< N Z~ya 1-~Wo F aZ~? '~FO U O z F ~ w a ~ U PURPOSE GENERAL NOTES PROJECT - TO CREATE 2 PARCELS - ONE PARCEL TO BE ~ FUR7HER SUBDINOFA INTO 4 CONDOAIINIUI~ UNITS. ~, pyMpt; MADENA INVE5IMENT, tP AN~ SUNNriALE HOLD LEGAL DESCRIPTION 14550 OAK S7REET SARATOGA, CA 95070 TOTAL PARCEL: B.iD ACRES TABLE OF CONTENTS PARCEL 1: 2.60 ACRES PARCEL 2 5.50 ACRES 2 SUBDIVIDER SM1D HILL PROPERTY COMPANY ~Q DESCRIP110N . : ATM: PETER PAU 489 S. EL CAMINO REAL 1M-1 TITLE SHEET = ~ SAN MATEO, CA 94402 (650) 344-1500 1M-2 MAP SHEET I '~ ~ TAi-3 PREUMINARY GRADING y y ~ ~ N RISSENTI P E AN R j p p ~ ~ e ~. MAP PREPARED ~747 , . . BY: R C E D D AINAGE PLAN ~ ~ ~ y ~ ~ BNF ENGINEERS 1M-4 PRELIMINARY UnLITY PLAN $ ¢ ~ ~ ! u„ ~ CONSULTINC ENGINEERS 1650 IECHNOLOCY DR., SUITE 650 ~h ~m~, 9 ~ SAN JOSE, CA 95110 TM~1 (40B) 467-9100 ~ 1 ~ 4 0 8KF ENGINEERS ~ „~ ~ ~ ,, ~ . ~ - ~i ~~ y \ i i~~ i. 1. ~~ i~~ii~~'~~P~~4(]0~, ' '•.r I I~~,1~~ ~ I ~,~~:F~ ~~ ?~ .,~ 1T ~ ~ ^ ~ ~- 'Im I~ . y '. 1 \ ~ ... . ~ ~ ~ '~ ~~!1~i1~~~~,1 ~ . . t.: r',~ ~ i ~~~ ~ ~ ~~~n~i~~~ \~r , ~K`~ ~ , ,- ~ ~ ~° m I l i? 1 8 'I,~ 11~;1~'1'II~ r~./ C 3dCV~1~,\ if ~ L U~pq i 1 ~~ j,~~~~~ i~ ~ m~~ h ~~ ~ ~ NOTES: ~~~~4 ~ ~~ ~~ ~i a ~hi I ~1 1 ~'• ~~ ~ ~ ~ ~ ~~~, ~ ~$ i . ~ ~ ~`~ i 1 ~~ ~~1~ ~ ~ ~,. ~, , ~ '-~ ,-~~ I~ ~ BUILDINC TO BE REM04ED m 1 i ( ~, ~ ~ ~ ,~ „' a ~,~.` .z , + \ 3 ~ . \ i. 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( `~- ~~ . ~ ` { ~ ( ~1~~ ~ 3 ~ i ~~ ti ~~f" ~ . l~ ~ ~ (~~~,~,-.. " - ,_T. _~_.~ J~ ,~ .~ ~ ~ 8I ~ 1 ~ k~ /,i .. ~ '^-~--- ~.+c "-'"T- ~ ' ~ ~ ~y ~ t- ~ '.... . F ~ l~' p ~ ~. '~o~: . _' 7...:.._ ~ .: ~ ~v+~ . Z e ~ I r `~. ~ ~{1 ~ ~,~-,y.. -~'-~- % . ~ _ ~~ r3s .r-i~~ j ~ s ' ,l STEV NS'CREEK BLVD ~ -- / ; , °° JJ, ~ ; •~,:i 8 ~ ~ ~ ~ ~ a ~, ~ i,NRN POCN ARCH ~' ~ Uowin9 N~mbr _.__.`I .;'~, w ~!BASE SHEET) (~ J_ i _ ......_.....__ _...._._.-. __..__._ .__._....._-...._._. _~_ ........_ _._..._.__-__--_-__ ._.._._.______- _.__.._._.._ _ _.._ __._________.__-_._ _._.. __._ . _ ... . . ............_. ~~~ 2~2 0 BKF ENGINEERS , ~ ~ ~ ~- ~ ~~ ~ , ~ ~ ~~~ ___. ~, ~ ~~ , ~ 'x.~'-~2- ~: ', ~ ~ t ~;1 ~ ~ ~ ,} ' ~ I'ti ~ ~ ~i~``II ~ ~ .. ' L . ~ ~I Lj ~ \ h 't 1~'~11+~~, C. A=~~,lc- ~ y~ ~'~~ 11 ~~ii~ll~l t ' ~ay~~~ . ~~~t ~ ~ ~ `~ \ ~ ~~~ t ~ 'V ,~ ~ ~~~~. i 11 I, i~~ 1} ~ ~. ~ n~ 7 u II ~~ E'~ ~ Li~~ . 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TREATMENT SWALES (TC-30) WiLL TREAT A ,. _ _ _ ,„,~~,, - PORTION OF 1}iE 511E RUNOFF. i H. ~ ~` ~~~ ~ I =, a t, ~ 'f, ~ I a - ~~~sKy'~.. _ ~~ , , i CAAOINC NOlES: IO NEW RC SUAFACINC PNO PARKING STALL S7RI%NG O NEW PARNNG AND lANOSCAPE ISLANOS ~ n ~ ~ 0 a ~Wm~ ~g~mm 3~ ~ eui~nmc eoNC oa~ousxm nNO R~uoo¢~ 4o NEW AC SEC710N AND PARKINC ! o i ~!; a~~+~+ ~$ YEGETAlEO B I O SW A L E 4' IM~E MIlNNUM ' 06 NEN' 5' N1DE SI~EWAIK ^ ~ I l ~ ~ GRAP~C SCALS ~ ~ _ .: _J I, ~ -~ F .~ I I ~ ~ ~,~~ .:1 .mar , ~~ ~ ,_... ...-.~ ~ ,~~yJ I ~ .\ ~ 1 • R Y- -__vl ~,~ u .er ~~ ' ~ t-f1~- -"`~ ~ =,.4::;. ~• ~~ ~-~ _,Yo..y -~ ' y ~ yf ~ s ,,~~ ~i ~ ~r.u~mus'~a~ Q ., --- .,; ~ ; _• ~ ; ~~ '.' .. , ` `i~~ ..7 ~..c-~.. 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S7 ' Y . ]fi' 71lEE '. ~ iA 0. , Sm/ne. Cadilonco 9~726 n m IYraA/m Hp'6~ n ~~iAEIAEE ~ ~ ~ PRIVACY I ~ • ~ ~ ~N+ ~ HEDGE ~``~`\ .._~ -.- ~ ~ ~ `~ , ~ 3 ~,~: „ n s ~ g e 9 ~~ r~cN~x v ~ tF~ ~1f° ' ~~. _' ~q .' "~ %,`.. POOL ~?~~ ,' , ~,~~ LOCATION ~ _ ~ ^ ~' ~SPi4~ ~ ~F ~ J ~ ~ ~ `~ BACKROW W m ~,~~,~` §z . ~ '"y PREVENTION _- - Y • ~ DEVICE O . ~ ~ '.~ ~ ~ :; .. ~ ~' a v a N iffAWN : C AB Sa ^___"' ~ C~< '....:` J'" ~ W V~ ~ , _ ~ ' . ~ '. . 1- ~ T.._._- - Z j 55 ~ ~ v~ , :.,.... _ ~ W . A, ' , y '~ - - ~ ~E~ Gn _..._.. - X U ~ SOUND WALL ` --~ ~ atf Q ~ Z ' Y .. Q } ~ ' PA -~ . -. ,m W000 Ml1~CH ON~Y. ___ ; ° a W w ~ a 'S PIN,E 6 ~ . ~ ., ~ , , _' ~ = V ~ TOREAWN q , _ _ ~ ~ ~ ::' ~' '_ ~ TOREM4N /'~ U~ 0 k' , } 2 ~ Q ~ ~ ' _.. ~ Q a 1P E . H ~ ' ' ~ tAG C L ~ C . . .: ~'1. NQ 6 .. 6 , ~ ~~ O V ~ ~ f . ! J TREE TO ' RFAIA~N ' emr~ i~C ~CB ~~~~ ~ x0 ~ ~ ~ W O ~ E. { ~ , ~ , V . ._ \ ~ V. P ~ a O ~ E° ~ O HOTfL ` . . ~ ~;o ~~ TO ~ ° Z U ~ ro ~N N~~ . . . 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Na.u~.,'~ ~Na. tm ~ ~ ~ J ~ . ~ , ~ ' , x ~' ~ ~~ . . , , _ . , ;: -,:~ , ~ ~ nrn ~s \ • ~ • ,, u . no. v- xo. ~e ew na. 23 ~ ' '' N0. 24 ' , 14' ~91 N0. 72 ~ ~N0. 4~. ' 15' OAII tAC j97 f ~_ ~'.C~. ~ ` _ TNEESALONG'SCB.. TO AFJ.WN ,_ _ STEVENS CREEK BOULEVARD ~ NORTH CONCEPTUAL LANDSCAPE PLAN (SOUTH) SCALE:1"=20'•0' ~~~~ ~ _~ ~ ~"'AC-- ~4T -~.n~~P ~ ~"" J m W ~ Y O w a v lL1 ~ Z ~ ; X W U ~ ~ o~f Q (n Lf') Z Y °0 F., O Q W ~ _ ~ I- 2 U } Z ~ ~ ~ U ~ ~ ~ ~ W O ~ O Z Q ~ ~ U a V W = W Q C L ~ ~ ~ N DATE: REV. N0. REV. DAlE 04.~~.08 W.29.08 I CONCEPTUAL LANDSCAPE PLAN (SOUTH) L3 JOB NO.: ~ ~ N ~~~ • ' ~ 7AMESE Y/RF ~ ~ ~ :, .. ____. OAI( 1t ]6 ~~ E RETAIL 1 "~, ` ~ ~` ~ ~ ..-.:._.., ~~' , (SHANE C0.) ~o ~ ~ Nti~N~ , ~ ,}~ p ~ GregG. ing e . ,~ 2 &Assoriates ~f /A0. 54 ~ '~ ` . ~~~ ~ 159371~eALmads Sm'k101 . - Saa jaeq Gfi(mni~ %73f ~r T W ~ k~ ~ ~ xa, i~ . ~ r 9 ~ ~n ,t aa ,~c nro No n z E ti PO CO~Rjr~ ~ ~ ;,, ~ PRIVACY ~ jJ ~I~' n p ~ ra u ~ , k ~~ y HEDGE _, _.. ' , .,. .._._. ~ ' - ' u ! ~ ~ \\~ , 3 \~ , ~ N0. 6 Q ~_ S ~~ ~ ` uc N?~ F' ~ ~, - -- b' ouc T~c P xa e ~ ~ ~" ~ ~ 9 qr ~- Q'~`r ~ ~~ ~~ ~~ ~~ - ~~ ~ ~ ~o' ax rw pm na ~ e''ax na ~ (E) MONUMENT SIGN ~ F o Cf CA~~ ~ - • `\ ~ ~ ~ . ri 5 IN ~iIN I LAN ; ~ • ,..., Cs PL S DS . ~ , '~ ~ .: LOCATION - - _... ~ ~ ~. ~. , ` ~ , , ,, pF ~....._ , -. . - - . ~ 0 ~ , 1 ,~~~ ' ' ~~~ . - BACIffLOW ~ U J ~ ~ ` ' ~~`~` "'~ '~ ~ PREVENTION - COLORED& SCOREDCONCRETE W m y ~ ~ OEVICE ~ ` " ~ ~ PAVING STEVENS CREEK BOULEVARD ~ ~ ~ 1 ~ l . .. .. ~ pEAWry ~, LG~ 70..._._'_ 7pP ' ~ C '. -,' . . ~'.. _ . ~ W U ~ ~ ~ 0 CONCEPT~UAL STREETSCAPE PLAN FOR o> ° ~E~ ~-"~ RETAIL 1(MCSHANE C0 ) x~ ~ ~ SOUND WALL -_ . • ~ 9 Z ~ Y ~ ~ ' ;,. . , PA - Q } ~ ~ , . ._. _ • . • ~ . • ~ . . , . . ' I0 ~ MULCH ONLY. ' .._...., - ~ y P~~ ~~ ~.~-: ~ -- w a ~ _ ~ ~ ~ ro a~,wN T T~ Ip , _ ~sx _;. - . H 2 U ~ .._- ~`k. 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